M:\Text Files\Zolfo Springs\0103241 CDBG 19 NR Water Sys Imp & LS

$M:\Text Files\Zolfo Springs\0103241 CDBG 19 NR Water Sys Imp & LS$

Project Manual CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB-ON-07-35-02-N13 Town of Zolfo Springs, Florida Project Number 0103-24-1 December 2019

BID SET

Prepared by: PROJECT MANUAL

FOR

CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION

CDBG CONTRACT NO. 19DB-ON-07-35-02-N13

TOWN OF ZOLFO SPRINGS, FLORIDA

Orange Park, Florida Project No. 0103-24-1 December 2019 CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION CDBG CONTRACT NO. 19DB-ON-07-35-02-N13 TOWN OF ZOLFO SPRINGS, FLORIDA

TABLE OF CONTENTS

DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS

00111 Advertisement for Bids

00200 Instructions to Bidders

00410 Bid Form

00430 Bid Bond

00520 Standard Form of Agreement

00610 Performance Bond

00615 Payment Bond

00620 Contractor's Application for Payment

00640 Final Affidavit and Waiver and Release of Lien (Prime Contractor)

00645 Final Waiver and Release of Lien and Right to Claim Against the Payment Bond (Subcontractor) Final Payment

00650 Consent of Surety Company to Final Payment

00700 General Conditions

00800 Supplementary Conditions

00810 CDBG Supplemental Conditions (Wage Decision and MBE/WBE Vendors Report)

00811 Section 3 Compliance Information

00812 Certification Regarding Debarment, Suspension, and Other Responsibility Matters, Primary Covered Transactions

0103-24-1 i Table of Contents 00813 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion (Subcontractor)

00814 Sworn Statement Under Section 287.133(3)(a), Florida Statutes, on Public Entity Crimes

00900 Addenda and Modifications

DIVISION 1 - GENERAL REQUIREMENTS

01060 Regulatory Requirements

01150 Measurement and Payment

01300 Submittals

01390 Audiovisual Documentation

01400 Quality Control

01500 Construction Facilities

01570 Traffic Regulation

01700 Project Closeout

DIVISION 2 - SITE WORK

02115 Landscape and Tree Protection

02220 Demolition

02240 Dewatering

02300 Earthwork

02370 Erosion and Sedimentation Control

02441 Directional Drill

02510 Pipe Work - Water Distribution System

02511 Insertion Valves and Equipment

0103-24-1 ii Table of Contents 02539 Pipe Work & Accessories - Lift Station

02590 Underground Facilities

02630 Storm Sewer Collection System

02750 Concrete Paving, Sidewalk and Curb

02921 Grassing, Seeding and Sodding

02958 Lift Station Wetwell Rehabilitation

02961 Asphaltic Pavement and Concrete Replacement

DIVISION 3 - CONCRETE

Not Applicable

DIVISION 4 - MASONRY

Not Applicable

DIVISION 5 - METALS

Not Applicable

DIVISION 6 - WOOD AND PLASTICS

Not Applicable

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Not Applicable

DIVISION 8 - DOORS AND WINDOWS

Not Applicable

0103-24-1 iii Table of Contents DIVISION 9 - FINISHES

Not Applicable

DIVISION 10 - SPECIALTIES

Not Applicable

DIVISION 11 - EQUIPMENT

Not Applicable

DIVISION 12 - FURNISHINGS

Not Applicable

DIVISION 13 - SPECIAL CONSTRUCTION

Not Applicable

DIVISION 14 - CONVEYING SYSTEMS

Not Applicable

DIVISION 15 - MECHANICAL

15200 Bypass Pumping Systems

DIVISION 16 - ELECTRICAL

Not Applicable

0103-24-1 iv Table of Contents

SECTION 00111 ADVERTISEMENT FOR BIDS CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION CDBG CONTRACT NO. 19DB‐ON‐07‐35‐02‐N13 TOWN OF ZOLFO SPRINGS, FLORIDA

Sealed Bids for the construction of the CDBG 19 NR Water System Improvements & Lift Station Rehabilitation project will be received by the Town of Zolfo Springs, Florida at 104 West Fifth Street, Zolfo Springs, Florida 33890, until 2:00 p.m. local time on January 21, 2020, at which time the Bids received will be publicly opened and read aloud.

The Project consists of constructing approximately 420 LF of 2" water main and 3,000 LF of 6" water main via open‐cut and trenchless methods; reservicing 30 homes; rehabilitating two (2) lift stations; and other miscellaneous improvements.

Bids will be received for a single prime Contract. Bids shall be on a unit price basis with additive alternate bid items as indicated in the Bid Form.

The Issuing Office for the Bidding Documents is: Mittauer & Associates, Inc., 580‐1 Wells Road, Orange Park, Florida 32073, (904) 278‐0030. Prospective Bidders may examine the Bidding Documents at the Issuing Office, Monday through Friday (excluding Holidays), and may obtain copies of the Bidding Documents from the Issuing Office as described below.

Bidding Documents also may be examined at 104 West Fifth Street, Zolfo Springs, Florida 33890, (863) 735‐0405, Monday through Thursday (excluding Holidays).

Bidding Documents will be provided on compact disc as portable document format (PDF) files and as printed Bidding Documents (one of each), for a non‐refundable charge of $175 per set, payable to “Mittauer & Associates, Inc.” Upon Issuing Office’s receipt of payment, the digital and printed Bidding Documents will be sent via UPS Ground. Partial sets of Bidding Documents will not be available from the Issuing Office. Neither Owner nor Engineer will be responsible for full or partial sets of Bidding Documents, including Addenda, if any, obtained from sources other than the Issuing Office.

Bid security shall be furnished in accordance with the Instructions to Bidders.

The Town of Zolfo Springs, Florida is an Equal Opportunity Employer and welcomes bids from MBE/WBE and Section 3 Contractors.

END OF SECTION

Modified per Mittauer & Associates, Inc. EJCDC® C‐111, Advertisement for Bids for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00111-1 Advertisement for Bids SECTION 00200

INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS Page Article 1 – Defined Terms ...... 2 Article 2 – Copies of Bidding Documents ...... 2 Article 3 – Qualifications of Bidders ...... 2 Article 4 – Site and Other Areas; Existing Site Conditions; Examination of Site; Owner’s Safety Program; Other Work at the Site ...... 3 Article 5 – Bidder’s Representations ...... 4 Article 6 – Pre‐Bid Conference ...... 5 Article 7 – Interpretations and Addenda ...... 5 Article 8 – Bid Security ...... 5 Article 9 – Contract Times ...... 6 Article 10 – Liquidated Damages ...... 6 Article 11 – Substitute and “Or‐Equal” Items ...... 6 Article 12 – Subcontractors, Suppliers, and Others ...... 6 Article 13 – Preparation of Bid ...... 7 Article 14 – Basis of Bid ...... 7 Article 15 – Submittal of Bid ...... 8 Article 16 – Modification and Withdrawal of Bid ...... 8 Article 17 – Opening of Bids ...... 9 Article 18 – Bids to Remain Subject to Acceptance ...... 9 Article 19 – Evaluation of Bids and Award of Contract ...... 9 Article 20 – Bonds and Insurance ...... 10 Article 21 – Signing of Agreement ...... 10 Article 22 – Sales and Use Taxes ...... 10 Article 23 – Contracts to be Assigned ...... 10 Article 24 – Wage Rates ...... 10 Article 25 – CDBG Requirements ...... 10

ARTICLE 2 – COPIES OF BIDDING DOCUMENTS

2.01 Complete sets of the Bidding Documents may be obtained from the Issuing Office as stated in the advertisement or invitation to bid. 2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 Engineer, in making copies of Bidding Documents available on the above terms, does so only for the purpose of obtaining Bids for the Work and does not authorize or confer a license for any other use.

ARTICLE 3 – QUALIFICATIONS OF BIDDERS

3.01 To be considered qualified, bidder shall be licensed to engage in the business of contracting in the State of Florida by the Construction Industry Licensing Board. To demonstrate Bidder’s qualifications to perform the Work, after submitting its Bid and within 5 days of Owner’s request, Bidder shall submit (a) written evidence establishing its qualifications such as financial data, previous experience, and present commitments; and (b) the following additional information: A. Evidence of Bidder’s authority to do business in the state where the Project is located. B. Bidder’s valid state contractor license number. C. Subcontractor and Supplier qualification information; coordinate with provisions of Article 12 of these Instructions, “Subcontractors, Suppliers, and Others.” D. List of similar projects completed within the most recent five (5) years. Provide brief description of project, date completed, original contract amount, final contract amount, contact names and phone numbers of Owners and Engineers. E. List of currently active projects with project description, contract amount, percent complete, contact names and phone numbers of Owners and Engineers. 3.02 A Bidder’s failure to submit required qualification information within the times indicated may disqualify Bidder from receiving an award of the Contract. 3.03 No requirement in this Article 3 to submit information will prejudice the right of Owner to seek additional pertinent information regarding Bidder’s qualifications. 3.04 Bidder is advised to carefully review those portions of the Bid Form requiring Bidder’s representations and certifications.

4.01 Site and Other Areas A. The Site is identified in the Bidding Documents. By definition, the Site includes rights‐of‐ way, easements, and other lands furnished by Owner for the use of the Contractor. Any additional lands required for temporary construction facilities, construction equipment, or storage of materials and equipment, and any access needed for such additional lands, are to be obtained and paid for by Contractor. 4.02 Existing Site Conditions A. Subsurface and Physical Conditions; Hazardous Environmental Conditions 1. No data available for site locations. 2. If the Supplementary Conditions do not identify Technical Data, the default definition of Technical Data set forth in Article 1 of the General Conditions will apply. B. Underground Facilities: Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site are set forth in the Contract Documents and are based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner, or others. C. Adequacy of Data: Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions, and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated subsurface or physical conditions appear in Paragraphs 5.03, 5.04, and 5.05 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work, appear in Paragraph 5.06 of the General Conditions. 4.03 Site Visit and Testing by Bidders A. Bidder shall conduct the required Site visit during normal working hours, and shall not disturb any ongoing operations at the Site. B. Site visits are to be conducted by appointment only. Contact Bubba Bass, Utilities Supervisor, (863) 735‐0405 at to schedule an appointment time. C. Bidder is not required to conduct any subsurface testing, or exhaustive investigations of Site conditions. D. On request, and to the extent Owner has control over the Site, and schedule permitting, the Owner will provide Bidder access to the Site to conduct such additional examinations, investigations, explorations, tests, and studies as Bidder deems necessary for preparing and submitting a successful Bid. Owner will not have any obligation to grant such access if doing so is not practical because of existing operations, security or safety concerns, or restraints on Owner’s authority regarding the Site.

Modified per Mittauer & Associates, Inc. EJCDC® C‐200, Instructions to Bidders for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00200-3 Instructions to Bidders E. Bidder shall comply with all applicable Laws and Regulations regarding excavation and location of utilities, obtain all permits, and comply with all terms and conditions established by Owner or by property owners or other entities controlling the Site with respect to schedule, access, existing operations, security, liability insurance, and applicable safety programs. F. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. 4.04 Owner’s Safety Program – Not Applicable 4.05 Other Work at the Site – Not Applicable

ARTICLE 5 – BIDDER’S REPRESENTATIONS

5.01 It is the responsibility of each Bidder before submitting a Bid to: A. examine and carefully study the Bidding Documents, and any data and reference items identified in the Bidding Documents; B. visit the Site, conduct a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfy itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work; C. become familiar with and satisfy itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work; D. carefully study all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings; E. consider the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder’s safety precautions and programs; F. agree, based on the information and observations referred to in the preceding paragraph, that at the time of submitting its Bid no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents; G. become aware of the general nature of the work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents;

Modified per Mittauer & Associates, Inc. EJCDC® C‐200, Instructions to Bidders for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00200-4 Instructions to Bidders H. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder; I. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work; and J. agree that the submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

ARTICLE 6 – PRE‐BID CONFERENCE – NOT APPLICABLE

ARTICLE 7 – INTERPRETATIONS AND ADDENDA

7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all parties recorded as having received the Bidding Documents. Questions received less than 5 business days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.02 Addenda may be issued to clarify, correct, supplement, or change the Bidding Documents.

ARTICLE 8 – BID SECURITY

8.01 A Bid must be accompanied by Bid security made payable to Owner in an amount of [5%] of Bidder’s maximum Bid price (determined by adding the base bid and all additive alternates) and in the form of a certified check, bank money order, or a Bid bond (on the form included in the Bidding Documents) issued by a surety meeting the requirements of Paragraphs 6.01 and 6.02 of the General Conditions. 8.02 The Bid security of the apparent Successful Bidder will be retained until Owner awards the contract to such Bidder, and such Bidder has executed the Contract Documents, furnished the required contract security, and met the other conditions of the Notice of Award, whereupon the Bid security will be released. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 business days after the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award, and the Bid security of that Bidder will be forfeited. Such forfeiture shall be Owner’s exclusive remedy if Bidder defaults. 8.03 The Bid security of the apparent successful bidder and that of other Bidders that Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of seven days after the Effective Date of the Contract or 91 days after the Bid opening, whereupon Bid security furnished by such Bidders will be released. 8.04 Bid security of other Bidders that Owner believes do not have a reasonable chance of receiving the award will be released within seven days after the Bid opening.

9.01 The number of days within which, or the dates by which, the Work is to be substantially completed and ready for final payment are set forth in the Agreement.

ARTICLE 10 – LIQUIDATED DAMAGES

10.01 Provisions for liquidated damages, if any, for failure to timely attain Substantial Completion, or completion of the Work in readiness for final payment, are set forth in the Agreement.

ARTICLE 11 – SUBSTITUTE AND “OR‐EQUAL” ITEMS

11.01 The Contract for the Work, as awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration during the bidding and Contract award process of possible substitute or “or‐equal” items. In cases in which the Contract allows the Contractor to request that Engineer authorize the use of a substitute or “or‐ equal” item of material or equipment, application for such acceptance may not be made to, and will not be considered by, Engineer until after the Effective Date of the Contract. 11.02 All prices that Bidder sets forth in its Bid shall be based on the presumption that the Contractor will furnish the materials and equipment specified or described in the Bidding Documents, as supplemented by Addenda. Any assumptions regarding the possibility of post‐Bid approvals of “or‐equal” or substitution requests are made at Bidder’s sole risk.

ARTICLE 12 – SUBCONTRACTORS, SUPPLIERS, AND OTHERS

12.01 Subsequent to the submittal of the Bid, Owner may not require the Successful Bidder or Contractor to retain any Subcontractor, Supplier, or other individual or entity against which Contractor has reasonable objection. 12.02 The apparent Successful Bidder, and any other Bidder so requested, shall within five days after Bid opening, submit to Owner a list of the Subcontractors or Suppliers proposed for the Work. If requested by Owner, such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, or other individual or entity. If Owner, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, Owner may, before the Notice of Award is given, request apparent Successful Bidder to submit an acceptable substitute, in which case apparent Successful Bidder shall submit a substitute, Bidder’s Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Bids and making the Contract award. 12.03 If apparent Successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, or other individuals or entities. Declining to make requested substitutions shall not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner subject to subsequent revocation of such acceptance as provided in Paragraph 7.06 of the General Conditions.

13.01 The Bid Form is included with the Bidding Documents. A. All blanks on the Bid Form shall be completed in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each section, Bid item, alternate, adjustment unit price item, and unit price item listed therein. Blanks left incomplete on the Bid Form may be considered non‐responsive under Article 19 of this Section and cause for rejection. B. If the Bid Form expressly indicates that submitting pricing on a specific alternate item is optional, and Bidder elects to not furnish pricing for such optional alternate item, then Bidder may enter the words “No Bid” or “Not Applicable.” 13.02 A Bid by a corporation shall be executed in the corporate name by a corporate officer (whose title must appear under the signature), accompanied by evidence of authority to sign. The corporate address and state of incorporation shall be shown. The corporate seal shall be affixed and attested by the corporate secretary or an assistant corporate secretary, as appropriate. 13.03 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown. 13.04 A Bid by a limited liability company shall be executed in the name of the firm by a member or other authorized person and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 13.05 A Bid by an individual shall show the Bidder’s name and official address. 13.06 A Bid by a joint venture shall be executed by an authorized representative of each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 13.07 All names shall be printed in ink below the signatures. 13.08 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 13.09 Postal and e‐mail addresses and telephone and fax numbers for communications regarding the Bid shall be shown. 13.10 The Bid shall contain evidence of Bidder’s authority and qualification to do business in the state where the Project is located, or Bidder shall covenant in writing to obtain such authority and qualification prior to award of the Contract and attach such covenant to the Bid. Bidder’s state contractor license number, if any, shall also be shown on the Bid Form.

ARTICLE 14 – BASIS OF BID

14.01 Base Bid with Alternates A. Bidders shall submit a Bid on a unit price basis for the Base Bid and include a separate price for each alternate described in the Bidding Documents and as provided for in the Bid Form. The price for each alternate will be the amount added to or deleted from the Base Bid if Owner selects the alternate.

Modified per Mittauer & Associates, Inc. EJCDC® C‐200, Instructions to Bidders for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00200-7 Instructions to Bidders B. In the comparison of Bids, alternates will be applied in the same order of priority as listed in the Bid Form. C. The “Bid Price” (sometimes referred to as the extended price) for each unit price Bid item will be the product of the “Estimated Quantity” (which Owner or its representative has set forth in the Bid Form) for the item and the corresponding “Bid Unit Price” offered by the Bidder. The total of all unit price Bid items will be the sum of these “Bid Prices”; such total will be used by Owner for Bid comparison purposes. The final quantities and Contract Price will be determined in accordance with Paragraph 13.03 of the General Conditions. D. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 14.02 Allowances – Not Applicable

ARTICLE 15 – SUBMITTAL OF BID

15.01 A Bid shall be received no later than the date and time prescribed and at the place indicated in the advertisement or invitation to bid and shall be enclosed in a plainly marked package with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate package plainly marked on the outside with the notation “BID ENCLOSED.” A mailed Bid shall be addressed to Town Manager, Town of Zolfo Springs, 104 West Fifth Street, Zolfo Springs, Florida 33890. 15.02 Bids received after the date and time prescribed for the opening of bids, or not submitted at the correct location or in the designated manner, will not be accepted and will be returned to the Bidder unopened.

ARTICLE 16 – MODIFICATION AND WITHDRAWAL OF BID

16.01 A Bid may be withdrawn by an appropriate document duly executed in the same manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids. Upon receipt of such notice, the unopened Bid will be returned to the Bidder. 16.02 If a Bidder wishes to modify its Bid prior to Bid opening, Bidder must withdraw its initial Bid in the manner specified in Paragraph 16.01 and submit a new Bid prior to the date and time for the opening of Bids. 16.03 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work.

17.01 Bids will be opened at the time and place indicated in the advertisement or invitation to bid and, unless obviously non‐responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids.

ARTICLE 18 – BIDS TO REMAIN SUBJECT TO ACCEPTANCE

18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but Owner may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period.

ARTICLE 19 – EVALUATION OF BIDS AND AWARD OF CONTRACT

19.01 Owner reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner will reject the Bid of any Bidder that Owner finds, after reasonable inquiry and evaluation, to not be responsible. If Bidder purports to add terms or conditions to its Bid, takes exception to any provision of the Bidding Documents, or attempts to alter the contents of the Contract Documents for purposes of the Bid, then the Owner will reject the Bid as nonresponsive; provided that Owner also reserves the right to waive all minor informalities not involving price, time, or changes in the Work. 19.02 If Owner awards the contract for the Work, such award shall be to the responsible Bidder submitting the lowest responsive Bid. 19.03 Evaluation of Bids A. In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. B. In the comparison of Bids, alternates will be applied in the same order of priority as listed in the Bid Form. For comparison purposes, alternates will be accepted following the order of priority established in the Bid Form, until doing so would cause the budget to be exceeded. After determination of the Successful Bidder based on this comparative process and on the responsiveness, responsibility, and other factors set forth in these Instructions, the award may be made to said Successful Bidder on its Base Bid and any combination of its additive or deductive alternate Bids for which Owner determines funds will be available at the time of award. 19.04 In evaluating whether a Bidder is responsible, Owner will consider the qualifications of the Bidder and may consider the qualifications and experience of Subcontractors and Suppliers proposed for those portions of the Work for which the identity of Subcontractors and Suppliers must be submitted as provided in the Bidding Documents. 19.05 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders and any proposed Subcontractors or Suppliers.

20.01 Article 6 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner’s requirements as to performance and payment bonds and insurance. When the Successful Bidder delivers the Agreement (executed by Successful Bidder) to Owner, it shall be accompanied by required bonds and insurance documentation.

ARTICLE 21 – SIGNING OF AGREEMENT

21.01 When Owner issues a Notice of Award to the Successful Bidder, it shall be accompanied by the unexecuted counterparts of the Agreement along with the other Contract Documents as identified in the Agreement. Within 15 business days thereafter, Successful Bidder shall execute and deliver the required number of counterparts of the Agreement (and any bonds and insurance documentation required to be delivered by the Contract Documents) to Owner. Owner shall deliver one fully executed counterpart of the Agreement to Successful Bidder, together with printed and electronic copies of the Contract Documents as stated in Paragraph 2.02 of the General Conditions.

ARTICLE 22 – SALES AND USE TAXES – NOT APPLICABLE

ARTICLE 23 – CONTRACTS TO BE ASSIGNED – NOT APPLICABLE

ARTICLE 24 – WAGE RATES 24.01 Project is subject to Federal Labor Standards Provisions (Davis‐Bacon). See Articles 10 and 11 of Section 00810 “CDBG Supplemental Conditions” and attached Wage Decision.

ARTICLE 25 – CDBG REQUIREMENTS 25.01 Prospective bidders are required to make good faith efforts to utilize Minority Business Enterprises (MBE) and Woman Business Enterprises (WBE) in accordance with 24 CFR 85.36(e)(2)(vi), for the constructions of this project. The successful bidder will be required to submit documentation of such efforts prior to the award of the construction contract. 25.02 Bidders are hereby notified that certain additional requirements can be found in Section 00810 "CDBG SUPPLEMENTAL CONDITIONS." In order to verify compliance with the Davis Bacon Wage Rate Decision, the project Grant Administrator will be performing on‐site interviews with the contractor's employees and subcontractors. The Contractor will also be required to submit weekly payroll reports for all employees and subcontractors who are on the job site. Payroll reports will be required to indicate job category (e.g., carpenter) and construction type (e.g., heavy) so that compliance can be confirmed.

25.03 Prior to contract award, the General Contractor will be required to execute Section 3 Compliance Information, "Certification Regarding Debarment Suspension, and Other Responsibility Matters ‐ Primary Covered Transactions" and a "Sworn Statement under Section 287.133(3)(a), Florida Statutes, on Public Entity Crimes." All subcontractors will be required to execute a "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion." These forms can be found at the end of Section 00810.

Modified per Mittauer & Associates, Inc. EJCDC® C‐200, Instructions to Bidders for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00200-10 Instructions to Bidders 25.04 MBE/WBE Solicitation Requirements: The grant agency requires that the City maintain a file that contains MBE/WBE participation, and they will be reviewing documentation of the prime contractor’s efforts to obtain participation. Specifically, prior to execution of a contract with the prime contractor, the contractor must be able to document contacting MBE/WBE firms and why none were used, such as: quote was higher than non‐MBE/WBE firm, MBE/WBE firm did not respond, or responded that they were too busy to work on project. A directory of certified MBE/WBE firms may be found at the State Office of Supplier Diversity website: https://osd.dms.myflorida.com/directories.

END OF SECTION

SECTION 00410

BID FORM

CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION

CDBG CONTRACT NO. 19DB‐ON‐07‐35‐02‐N13

TOWN OF ZOLFO SPRINGS, FLORIDA

SUBMITTED BY: ______DATE: ______

______TELE: ______

______FAX: ______

EMAIL ADDRESS: ______

CONTRACTOR’S FLORIDA LICENSE NO.: ______

TABLE OF CONTENTS

Page Article 1 – Bid Recipient ...... 2 Article 2 – Bidder’s Acknowledgements ...... 2 Article 3 – Bidder’s Representations ...... 2 Article 4 – Bidder’s Certification ...... 3 Article 5 – Basis of Bid ...... 4 Article 6 – Time of Completion ...... 8 Article 7 – Attachments to this Bid ...... 8 Article 8 – Defined Terms ...... 8 Article 9 – Bid Submittal ...... 8

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

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda: Addendum No. Addendum Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings. E. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and any Site‐related

Modified per Mittauer & Associates, Inc. EJCDC® C‐410, Bid Form for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00410-2 Bid Form reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder’s safety precautions and programs. F. Bidder agrees, based on the information and observations referred to in the preceding paragraph, that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the written resolution thereof by Engineer is acceptable to Bidder. I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work. J. The submission of this Bid constitutes an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, and that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents. K. Bidder is licensed to engage in the business of contracting in the State of Florida by the Construction Industry Licensing Board.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that: A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation; B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D: 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; 2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non‐competitive levels, or (c) to deprive Owner of the benefits of free and open competition; 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

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Item Est. Unit Estimated No. Item Description Quantity Unit Price Cost BASE BID 1 Mobilization 1 LS $ $ 2 Water Main, Conventionally Installed a 2" PVC Water Main 420 LF $ $ b 6" PVC Water Main 2,500 LF $ $ 3 Water Main, Horizontal Directional Drilled a 6" Fusible PVC Water Main 350 LF $ $ 4 Gate Valve and Box a 6" Gate Valve 14 EA $ $ 5 Ductile Iron Fittings 2,400 LBS $ $ 6 Connection to Existing Main a 6" Cutting‐in Sleeve 4 EA $ $ b 6" Coupling 4 EA $ $ c 6" Line Stop 6 EA $ $ d 6" Insert‐A‐Valve 2 EA $ $ e 8" x 8" x 6" Tapping Sleeve and Valve 1 EA $ $ f 6" x 6" x 2" SS Service Saddle Tap 1 EA $ $ 7 Water Services a 1" Water Service (Short) 4 EA $ $ b 3/4" Water Service (Short) 6 EA $ $ c 1" Water Service (Long) 6 EA $ $ d 3/4" Water Service (Long) 14 EA $ $ 8 Temporary Sample Tap 7 EA $ $ 9 Flushing Hydrant 1 EA $ $ Modified per Mittauer & Associates, Inc. EJCDC® C‐410, Bid Form for Construction Contracts. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00410-4 Bid Form Item Est. Unit Estimated No. Item Description Quantity Unit Price Cost 10 Fire Hydrant Assembly 4 EA $ $ Abandonment of Piping by Sealing ‐ 2", 4", 11 and 6" Water Main & Removal of Existing 1 LS $ $ Fire Hydrants 12 Removal & Replacement of Unsuitable Soils 100 CY $ $ 13 Removal & Replacement of: a Asphalt Pavement 1,050 SY $ $ b Concrete Sidewalk (FDOT Std Index 310) 200 SY $ $ c Concrete Driveway 100 SY $ $ d Gravel Driveway 150 SY $ $ e Limerock Driveway 100 SY $ $ f Asphalt Driveway 100 SY $ $ 14 Removal of Existing Drainage Piping: a 12" RCP 180 LF $ $ 15 Drainage Improvement: a 14" x 23" ERCP Culvert 180 LF $ $ b 14" x 23" ERCP M.E.S. 18 EA $ $ 16 Audiovisual Documentation 1 LS $ $ 17 Grassing 1 LS $ $ 18 Lift Station Rehabilitation a Lift Station No. 1 1 LS $ $ b Lift Station No. 5 1 LS $ $ 19 General Conditions 1 LS $ $ BASE BID TOTAL $ ADDITIVE ALTERNATE NO. 1 2 Water Main, Conventionally Installed b 6" PVC Water Main 2,000 LF $ $ 4 Gate Valve and Box a 6" Gate Valve 6 EA $ $ 5 Ductile Iron Fittings 1,500 LBS $ $

2 Water Main, Conventionally Installed a 6" PVC Water Main 850 LF $ $ 4 Gate Valve and Box a 6" Gate Valve 4 EA $ $ b 4" Gate Valve 2 EA $ $ 5 Ductile Iron Fittings 750 LBS $ $ 6 Connection to Existing Main B 6" Coupling 2 EA $ $ c 6" Line Stop 2 EA $ $ 7 Water Services b 3/4" Water Service (Short) 6 EA $ $ 8 Temporary Sample Tap 2 EA $ $ Abandonment of Piping by Sealing ‐ 2", 4", and 6" Water Main & Removal of Existing 11 1 LS $ $ Fire Hydrants 12 Removal & Replacement of Unsuitable Soils 100 CY $ $ 13 Removal & Replacement of: a Asphalt Pavement 50 SY $ $ c Concrete Driveway 50 SY $ $ 16 Audiovisual Documentation 1 LS $ $ 17 Grassing 1 LS $ $ 19 General Conditions 1 LS $ $ 20 Remove and Reinstall Existing Culvert 100 LF $ $ ADDITIVE ALTERNATE NO. 2 TOTAL $

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, (2) estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and (3) final payment for all unit price Bid items will be based on actual satisfactorily installed quantities, determined as provided in the Contract Documents.

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following document is submitted with and made a condition of this Bid: A. Required Bid security;

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 9 ‐ BID SUBMITTAL

BIDDER: [Indicate correct name of bidding entity]

By: [Signature]

[Printed name]

(Title) (If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest: [Signature]

[Printed name]

[Title]

Bidder’s Business License No.: Affix corporate seal, if applicable.

END OF SECTION

BID BOND (PENAL SUM FORM) Any singular reference to bidder, surety, owner or other party shall be considered plural where applicable.

BIDDER (Name and Address):

SURETY (Name, and Address of Principal Place of Business):

OWNER (Name and Address): Town of Zolfo Springs 104 West Fifth Street (P.O. Box 162) Zolfo Springs, Florida 33890 BID Bid Due Date: Description (Project Name— Include Location): CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB‐ON‐07‐35‐02‐N13 Zolfo Springs, Florida BOND: 5% of Maximum Bid (Base Bid plus Alternates) Bond Number: Date: Penal sum $ (Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative.

BIDDER SURETY (Seal) (Seal) Bidder’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By: Signature Signature (Attach Power of Attorney)

Print Name Print Name

Title Title

Attest: Attest: Signature Signature

Title Title

Note: Addresses are to be used for giving any required notice. Provide execution by any additional parties, such as joint venturers, if necessary.

Modified per Mittauer & Associates, Inc. EJCDC® C‐430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers Joint Contract Documents Committee. 0103-24-1 00430-1 Bid Bond

1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder’s and Surety’s liability. Recovery of such penal sum under the terms of this Bond shall be Owner’s sole and exclusive remedy upon default of Bidder.

2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents.

3. This obligation shall be null and void if:

3.1 Owner accepts Bidder’s Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or

3.2 All Bids are rejected by Owner, or

3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof).

4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due.

5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety’s written consent.

6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after the Bid due date.

7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre‐paid, and shall be deemed to be effective upon receipt by the party concerned.

9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.

11. The term “Bid” as used herein includes a Bid, offer, or proposal as applicable.

Modified per Mittauer & Associates, Inc. EJCDC® C‐430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers Joint Contract Documents Committee. 0103-24-1 00430-2 Bid Bond SECTION 00520

EJCDC AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

THIS AGREEMENT is by and between the Town of Zolfo Springs, Florida (“Owner”) and

(“Contractor”).

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: Constructing approximately 420 LF of 2" water main and 3,000 LF of 6" water main via open‐cut and trenchless methods; reservicing 30 homes; rehabilitating two (2) lift stations; and other miscellaneous improvements.

ARTICLE 2 – THE PROJECT

2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: CDBG 19 NR Water System Improvements & Lift Station Rehabilitation, CDBG Contract No. 19DB‐ON‐07‐35‐02‐N13.

ARTICLE 3 – ENGINEER

3.01 The Project has been designed by Mittauer & Associates, Inc., 580‐1 Wells Road, Orange Park, Florida 32073. 3.02 The Owner has retained Mittauer & Associates, Inc. (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

ARTICLE 4 – CONTRACT TIMES

4.01 Time of the Essence A. All time limits for Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Days A. The Work will be substantially completed within 150 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 180 days after the date when the Contract Times commence to run.

Modified per Mittauer & Associates, Inc. EJCDC® C‐520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00520-1 Standard Form of Agreement 4.03 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 within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. 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. 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 $400 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified in Paragraph 4.02.A above for Substantial Completion until the Work is substantially complete. 2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $250 for each day that expires after such time until the Work is completed and ready for final payment. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are additive and will be imposed concurrently.

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 Work, at the prices stated in Contractor’s Bid. See Contractor’s Bid (Section 00410).

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 account of the Contract Price on the basis of Contractor’s Applications for Payment in accordance with Paragraph 15.01 of the General Conditions 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

ARTICLE 7 – INTEREST

7.01 All amounts not paid when due shall bear interest in accordance with the Local Government Prompt Payment Act, Florida Statute 218, Part VII.

ARTICLE 8 – CONTRACTOR’S REPRESENTATIONS

8.01 In order to induce Owner to enter into this Contract, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents, and any data and reference items identified in the Contract Documents. B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings. E. 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 Site‐related reports and drawings if any identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (3) Contractor’s safety precautions and programs. Modified per Mittauer & Associates, Inc. EJCDC® C‐520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00520-3 Standard Form of Agreement F. 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. G. 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. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. 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.

ARTICLE 9 – CONTRACT DOCUMENTS

9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (Section 00520). 2. Performance bond (Section 00610). 3. Payment bond (Section 00615). 4. Other bonds (if any). 5. General Conditions (Section 00700). 6. Supplementary Conditions (Section 00800 and Section 00810). 7. Specifications as listed in the table of contents of the Project Manual. 8. Drawings (not attached but incorporated by reference) consisting of 11 sheets with each sheet bearing the following general title: CDBG 19 NR Water System Improvements & Lift Station Rehabilitation. 9. Addenda (numbers ___ to ___, inclusive). 10. Exhibits to this Agreement: a. Contractor’s Bid (Section 00410). 11. 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.

ARTICLE 10 – MISCELLANEOUS

10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 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 10.05: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing 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;

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

This Agreement will be effective on ______(which is the Effective Date of the Contract).

OWNER: Town of Zolfo Springs, Florida CONTRACTOR:

By: Dierdre White By:

Title: Mayor Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest: Attest:

Title: Title:

Address for giving notices: Address for giving notices:

Town of Zolfo Springs

104 West Fifth Street (P.O. Box 162)

Zolfo Springs, Florida 33890 Contractor License No.:

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

Name: Linda Roberson Name:

Title: Town Manager Title:

Address: Town of Zolfo Springs Address:

104 West Fifth Street (P.O. Box 162)

Zolfo Springs, Florida 33890

Phone: (863) 735‐0405 Phone:

Facsimile: (863) 735‐1684 Facsimile:

Email: [email protected] Email:

END OF SECTION

SECTION 00610 PERFORMANCE BOND

CONTRACTOR (name and address): SURETY (name and address of principal place of business):

OWNER (name and address): Town of Zolfo Springs 104 West Fifth Street (P.O. Box 162) Zolfo Springs, Florida 33890

CONSTRUCTION CONTRACT Effective Date of the Agreement: Amount: Description (name and location): CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB‐ON‐07‐35‐02‐N13 Zolfo Springs, Florida BOND Bond Number: Date (not earlier than the Effective Date of the Agreement of the Construction Contract): Amount: Modifications to this Bond Form: None  See Paragraph 16

Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative.

CONTRACTOR AS PRINCIPAL SURETY

(seal) (seal) Contractor’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By: Signature Signature (attach power of attorney)

Print Name Print Name

Title Title

Attest: Attest: Signature Signature

Title Title Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.

Modified per Mittauer & Associates, Inc. EJCDC® C‐610, Performance Bond Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00610-1 Performance Bond 1. The Contractor and Surety, jointly and severally, bind by a qualified surety equivalent to the bonds issued on the themselves, their heirs, executors, administrators, successors, and Construction Contract, and pay to the Owner the amount of assigns to the Owner for the performance of the Construction damages as described in Paragraph 7 in excess of the Balance of Contract, which is incorporated herein by reference. the Contract Price incurred by the Owner as a result of the Contractor Default; or 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except 5.4 Waive its right to perform and complete, arrange for when applicable to participate in a conference as provided in completion, or obtain a new contractor, and with reasonable Paragraph 3. promptness under the circumstances:

3. If there is no Owner Default under the Construction Contract, 5.4.1 After investigation, determine the amount for the Surety’s obligation under this Bond shall arise after: which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment 3.1 The Owner first provides notice to the Contractor and to the Owner; or the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is 5.4.2 Deny liability in whole or in part and notify the requesting a conference among the Owner, Contractor, and Owner, citing the reasons for denial. Surety to discuss the Contractor’s performance. If the Owner does not request a conference, the Surety may, within five (5) 6. If the Surety does not proceed as provided in Paragraph 5 with business days after receipt of the Owner’s notice, request such a reasonable promptness, the Surety shall be deemed to be in default conference. If the Surety timely requests a conference, the on this Bond seven days after receipt of an additional written notice Owner shall attend. Unless the Owner agrees otherwise, any from the Owner to the Surety demanding that the Surety perform its conference requested under this Paragraph 3.1 shall be held obligations under this Bond, and the Owner shall be entitled to within ten (10) business days of the Surety’s receipt of the enforce any remedy available to the Owner. If the Surety proceeds as Owner’s notice. If the Owner, the Contractor, and the Surety provided in Paragraph 5.4, and the Owner refuses the payment or the agree, the Contractor shall be allowed a reasonable time to Surety has denied liability, in whole or in part, without further notice perform the Construction Contract, but such an agreement shall the Owner shall be entitled to enforce any remedy available to the not waive the Owner’s right, if any, subsequently to declare a Owner. Contractor Default; 7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then 3.2 The Owner declares a Contractor Default, terminates the responsibilities of the Surety to the Owner shall not be greater the Construction Contract and notifies the Surety; and than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater 3.3 The Owner has agreed to pay the Balance of the than those of the Owner under the Construction Contract. Subject to Contract Price in accordance with the terms of the Construction the commitment by the Owner to pay the Balance of the Contract Contract to the Surety or to a contractor selected to perform the Price, the Surety is obligated, without duplication for: Construction Contract. 7.1 the responsibilities of the Contractor for correction of 4. Failure on the part of the Owner to comply with the notice defective work and completion of the Construction Contract; requirement in Paragraph 3.1 shall not constitute a failure to comply with a condition precedent to the Surety’s obligations, or release the 7.2 additional legal, design professional, and delay costs Surety from its obligations, except to the extent the Surety resulting from the Contractor’s Default, and resulting from the demonstrates actual prejudice. actions or failure to act of the Surety under Paragraph 5; and

5. When the Owner has satisfied the conditions of Paragraph 3, the 7.3 liquidated damages, or if no liquidated damages are Surety shall promptly and at the Surety’s expense take one of the specified in the Construction Contract, actual damages caused by following actions: delayed performance or non‐performance of the Contractor.

5.1 Arrange for the Contractor, with the consent of the 8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Owner, to perform and complete the Construction Contract; Surety’s liability is limited to the amount of this Bond.

5.2 Undertake to perform and complete the Construction 9. The Surety shall not be liable to the Owner or others for Contract itself, through its agents or independent contractors; obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced 5.3 Obtain bids or negotiated proposals from qualified or set off on account of any such unrelated obligations. No right of contractors acceptable to the Owner for a contract for action shall accrue on this Bond to any person or entity other than performance and completion of the Construction Contract, the Owner or its heirs, executors, administrators, successors, and arrange for a contract to be prepared for execution by the assigns. Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed

10. The Surety hereby waives notice of any change, including allowance for the Contractor for any amounts received or to be changes of time, to the Construction Contract or to related received by the Owner in settlement of insurance or other claims subcontracts, purchase orders, and other obligations. for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the 11. Any proceeding, legal or equitable, under this Bond may be Contractor under the Construction Contract. instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted 14.2 Construction Contract: The agreement between the within two years after a declaration of Contractor Default or within Owner and Contractor identified on the cover page, including all two years after the Contractor ceased working or within two years Contract Documents and changes made to the agreement and after the Surety refuses or fails to perform its obligations under this the Contract Documents. Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations 14.3 Contractor Default: Failure of the Contractor, which available to sureties as a defense in the jurisdiction of the suit shall be has not been remedied or waived, to perform or otherwise to applicable. comply with a material term of the Construction Contract.

12. Notice to the Surety, the Owner, or the Contractor shall be 14.4 Owner Default: Failure of the Owner, which has not mailed or delivered to the address shown on the page on which their been remedied or waived, to pay the Contractor as required signature appears. under the Construction Contract or to perform and complete or comply with the other material terms of the Construction 13. When this Bond has been furnished to comply with a statutory Contract. or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said 14.5 Contract Documents: All the documents that comprise statutory or legal requirement shall be deemed deleted herefrom and the agreement between the Owner and Contractor. provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent 15. If this Bond is issued for an agreement between a contractor and is that this Bond shall be construed as a statutory bond and not as a subcontractor, the term Contractor in this Bond shall be deemed to common law bond. be Subcontractor and the term Owner shall be deemed to be Contractor. 14. Definitions 16. Modifications to this Bond are as follows: 14.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Bond shall be recorded in the County in which work is performed Contract after all proper adjustments have been made including in accordance with Florida Statutes Section 255.05.

SECTION 00615

PAYMENT BOND

CONTRACTOR (name and address): SURETY (name and address of principal place of business):

OWNER (name and address): Town of Zolfo Springs 104 West Fifth Street (P.O. Box 162) Zolfo Springs, Florida 33890

Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative.

CONTRACTOR AS PRINCIPAL SURETY

(seal) (seal) Contractor’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By: Signature Signature (attach power of attorney)

Print Name Print Name

Title Title

Attest: Attest: Signature Signature

Title Title

Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.

Modified per Mittauer & Associates, Inc. EJCDC® C‐615, Payment Bond Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00615-1 Payment Bond 1. The Contractor and Surety, jointly and severally, bind 6. If a notice of non‐payment required by Paragraph 5.1.1 is themselves, their heirs, executors, administrators, given by the Owner to the Contractor, that is sufficient to successors, and assigns to the Owner to pay for labor, satisfy a Claimant’s obligation to furnish a written notice of materials, and equipment furnished for use in the non‐payment under Paragraph 5.1.1. performance of the Construction Contract, which is incorporated herein by reference, subject to the following 7. When a Claimant has satisfied the conditions of Paragraph terms. 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety’s expense take the following 2. If the Contractor promptly makes payment of all sums due actions: to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits 7.1 Send an answer to the Claimant, with a copy to the by any person or entity seeking payment for labor, Owner, within sixty (60) days after receipt of the materials, or equipment furnished for use in the Claim, stating the amounts that are undisputed and performance of the Construction Contract, then the Surety the basis for challenging any amounts that are and the Contractor shall have no obligation under this disputed; and Bond. 7.2 Pay or arrange for payment of any undisputed 3. If there is no Owner Default under the Construction amounts. Contract, the Surety’s obligation to the Owner under this Bond shall arise after the Owner has promptly notified the 7.3 The Surety’s failure to discharge its obligations Contractor and the Surety (at the address described in under Paragraph 7.1 or 7.2 shall not be deemed to Paragraph 13) of claims, demands, liens, or suits against constitute a waiver of defenses the Surety or the Owner or the Owner’s property by any person or Contractor may have or acquire as to a Claim, entity seeking payment for labor, materials, or equipment except as to undisputed amounts for which the furnished for use in the performance of the Construction Surety and Claimant have reached agreement. If, Contract, and tendered defense of such claims, demands, however, the Surety fails to discharge its liens, or suits to the Contractor and the Surety. obligations under Paragraph 7.1 or 7.2, the Surety shall indemnify the Claimant for the reasonable 4. When the Owner has satisfied the conditions in Paragraph attorney’s fees the Claimant incurs thereafter to 3, the Surety shall promptly and at the Surety’s expense recover any sums found to be due and owing to defend, indemnify, and hold harmless the Owner against a the Claimant. duly tendered claim, demand, lien, or suit. 8. The Surety’s total obligation shall not exceed the amount 5. The Surety’s obligations to a Claimant under this Bond of this Bond, plus the amount of reasonable attorney’s shall arise after the following: fees provided under Paragraph 7.3, and the amount of this Bond shall be credited for any payments made in good 5.1 Claimants who do not have a direct contract with faith by the Surety. the Contractor, 9. Amounts owed by the Owner to the Contractor under the 5.1.1 have furnished a written notice of non‐ Construction Contract shall be used for the performance payment to the Contractor, stating with of the Construction Contract and to satisfy claims, if any, substantial accuracy the amount claimed under any construction performance bond. By the and the name of the party to whom the Contractor furnishing and the Owner accepting this Bond, materials were, or equipment was, they agree that all funds earned by the Contractor in the furnished or supplied or for whom the performance of the Construction Contract are dedicated labor was done or performed, within to satisfy obligations of the Contractor and Surety under ninety (90) days after having last this Bond, subject to the Owner’s priority to use the funds performed labor or last furnished for the completion of the work. materials or equipment included in the Claim; and 10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated 5.1.2 have sent a Claim to the Surety (at the to the Construction Contract. The Owner shall not be address described in Paragraph 13). liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond 5.2 Claimants who are employed by or have a direct no obligation to make payments to or give notice on contract with the Contractor have sent a Claim to behalf of Claimants, or otherwise have any obligations to the Surety (at the address described in Paragraph Claimants under this Bond. 13).

Modified per Mittauer & Associates, Inc. EJCDC® C‐615, Payment Bond Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00615-2 Payment Bond 11. The Surety hereby waives notice of any change, including 6. The total amount earned by the Claimant for changes of time, to the Construction Contract or to related labor, materials, or equipment furnished as of subcontracts, purchase orders, and other obligations. the date of the Claim; 7. The total amount of previous payments 12. No suit or action shall be commenced by a Claimant under received by the Claimant; and this Bond other than in a court of competent jurisdiction in 8. The total amount due and unpaid to the the state in which the project that is the subject of the Claimant for labor, materials, or equipment Construction Contract is located or after the expiration of furnished as of the date of the Claim. one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or 16.2 Claimant: An individual or entity having a direct (2) on which the last labor or service was performed by contract with the Contractor or with a anyone or the last materials or equipment were furnished subcontractor of the Contractor to furnish labor, by anyone under the Construction Contract, whichever of materials, or equipment for use in the performance (1) or (2) first occurs. If the provisions of this paragraph of the Construction Contract. The term Claimant are void or prohibited by law, the minimum period of also includes any individual or entity that has limitation available to sureties as a defense in the rightfully asserted a claim under an applicable jurisdiction of the suit shall be applicable. mechanic’s lien or similar statute against the real property upon which the Project is located. The 13. Notice and Claims to the Surety, the Owner, or the intent of this Bond shall be to include without Contractor shall be mailed or delivered to the address limitation in the terms of “labor, materials, or shown on the page on which their signature appears. equipment” that part of the water, gas, power, Actual receipt of notice or Claims, however accomplished, light, heat, oil, gasoline, telephone service, or shall be sufficient compliance as of the date received. rental equipment used in the Construction Contract, architectural and engineering services 14. When this Bond has been furnished to comply with a required for performance of the work of the statutory or other legal requirement in the location where Contractor and the Contractor’s subcontractors, the construction was to be performed, any provision in and all other items for which a mechanic’s lien may this Bond conflicting with said statutory or legal be asserted in the jurisdiction where the labor, requirement shall be deemed deleted herefrom and materials, or equipment were furnished. provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When 16.3 Construction Contract: The agreement between so furnished, the intent is that this Bond shall be construed the Owner and Contractor identified on the cover as a statutory bond and not as a common law bond. page, including all Contract Documents and all changes made to the agreement and the Contract 15. Upon requests by any person or entity appearing to be a Documents. potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall 16.4 Owner Default: Failure of the Owner, which has permit a copy to be made. not been remedied or waived, to pay the Contractor as required under the Construction 16. Definitions Contract or to perform and complete or comply with the other material terms of the Construction 16.1 Claim: A written statement by the Claimant Contract. including at a minimum: 16.5 Contract Documents: All the documents that 1. The name of the Claimant; comprise the agreement between the Owner and 2. The name of the person for whom the labor Contractor. was done, or materials or equipment furnished; 17. If this Bond is issued for an agreement between a 3. A copy of the agreement or purchase order contractor and subcontractor, the term Contractor in this pursuant to which labor, materials, or Bond shall be deemed to be Subcontractor and the term equipment was furnished for use in the Owner shall be deemed to be Contractor. performance of the Construction Contract; 4. A brief description of the labor, materials, or 18. Modifications to this Bond are as follows: equipment furnished; 5. The date on which the Claimant last Bond shall be recorded in the County in which work is performed labor or last furnished materials or performed in accordance with Florida Statutes Section equipment for use in the performance of the 255.05. Construction Contract;

TO (OWNER): Town of Zolfo Springs APPLICATION NO.: Distribution to: 104 West Fifth Street APPLICATION DATE: ___ OWNER Zolfo Springs, Florida 33890 ___ ARCHITECT PERIOD TO: ___ CONTRACTOR CONTRACT DATE: ___ INSPECTOR ___ FROM (CONTRACTOR): ENG.'S PROJECT NO.: 0103-24-1 CONTRACT FOR: CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB-ON-07-35-02-N13

Application is made for Payment, as shown, in connection with the Contract. CONTRACTOR’S APPLICATION FOR PAYMENT Continuation Sheet, AIA Document G703, is attached. CHANGE ORDER SUMMARY 1. ORIGINAL CONTRACT SUM ...... $ ______2. Net change by Change Orders ...... $ ______Change Orders approved in 3. CONTRACT SUM TO DATE (Line 1+2)...... $ ______previous months by Owner ADDITIONS DEDUCTIONS 4. TOTAL COMPLETED & STORED TO DATE...... $ ______(Column G on G703) Approved this Month 5. RETAINAGE: Number Date Approved a. ____% of Completed Work $ ______(Column D+E) b. ____% of Stored Material $ ______(Column F on G703) Total Retainage (Line 5a + 5b or Total in Column I of G703...... $ ______6. TOTAL EARNED LESS RETAINAGE...... $ ______(Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR TOTALS PAYMENT (Line 6 from prior Certificate) ...... $ ______8. CURRENT PAYMENT DUE...... ….. $ ______...... $ ______Net change by Change Orders 9. BALANCE TO FINISH, PLUS RETAINAGE (Line 3 less Line 6)

The undersigned Contractor certifies that to the best of the Contractor’s knowledge, information CERTIFICATE FOR PAYMENT and belief, the Work covered by this Application for payment has been completed in accordance In accordance with the Contract Documents, based on on-site observations from the with the Contract Documents, that all previous Certificates for Payment were issued and Owner, Engineer, and/or Resident Observer and the data comprising the above payments received from the Owner, and that current payment shown herein is now due. application, the Engineer certifies to the Owner that to the best of the his/her knowledge, information and belief, the Work has progressed as indicated, the quality of the Work is in CONTRACTOR: accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

By:______Date: ______Engineer: ______Date: ______

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract.

AMOUNT CERTIFIED ...... $ ______(Attach explanation if amount certified differs from the amount applied for.)

______0103-24-1 00620-1 Application and Certificate for Payment CONTINUATION SHEET AIA DOCUMENT G703 PAGE OF PAGES

AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NO.: Contractor’s signed Certification is attached. In Tabulations below, amounts are stated to the nearest dollar. APPLICATION DATE: Use Column I on Contracts where variable retainage for line items may apply. PERIOD TO: WORK COMPLETED A B C D E F G H I ITEM DESCRIPTION OF WORK SCHEDULED FROM THIS PERIOD MATERIALS TOTAL % BALANCE TO RETAINAGE NO. VALUE PREVIOUS PRESENTLY COMPLETED (G + C) FINISH APPLICATION STORED AND STORED (C - G) (D + E) (NOT IN D OR TO DATE E) (D + E + F)

______0103-24-1 00620-2 Application and Certificate for Payment SECTION 00640

FINAL AFFIDAVIT AND WAIVER AND RELEASE OF LIEN (Prime Contractor)

STATE OF FLORIDA COUNTY OF ______

BEFORE ME, the undersigned authority, personally appeared who, after being by me first duly sworn, deposes and says of his personal knowledge that:

(1) He is President of which does business in the State of Florida (hereinafter called the “Contractor”).

(2) Contractor, pursuant to the Contract dated ______(hereinafter referred to as the “Contract”) with , (hereinafter referred to as the “Owner”), has heretofore furnished or caused to be furnished labor, materials and services for the construction as more particularly set forth in the Contract for the project/job described as:

CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION CDBG CONTRACT NO. 19DB‐ON‐07‐35‐02‐N13 TOWN OF ZOLFO SPRINGS, FLORIDA MITTAUER & ASSOCIATES, INC. PROJECT NO. 0103‐24‐1

(3) Contractor represents that all work to be performed under the aforesaid Contract has been fully completed and that all lienors under the direct contract have been paid in full, except the following which are being paid by Owner with checks issued jointly to the Contractor and the lienors named below:

NAME OF LIENOR AMOUNT DUE

(4) In consideration of final payment to the Contractor in the amount of $______and final payment in the amount of $______to be issued in joint checks made payable to contractor and the subcontractors/suppliers as listed under section 3 of this affidavit in the amounts shown, and all other previous payments paid by the Owner to the Contractor, the undersigned does hereby for and in behalf of the Contractor, waive, release and relinquish the Contractor’s right to any claim or demand or right to impose a lien or liens for work done or materials or services furnished or any other class of lien whatsoever, on any of the property owned by Owner on which improvements have been completed in connection with the aforementioned Contract.

0103-24-1 00640-1 Final Affidavit and Waiver and Release Release of Lien (Prime Contractor)

(5) The affiant represents that he has authority to execute a full and Final Affidavit and Waiver and Release of Lien, for and in behalf of the Contractor.

(6) The affiant makes this Final Affidavit and Waiver and Release of Lien pursuant to Chapter 713, Florida Statutes, for the express purpose of inducing the Owner to make final disbursement and payment to the Contractor in the total amount of $______, and final payment in the amount of $______to be issued in joint checks made payable to Contractor and the subcontractors/suppliers as listed under section 3 of this affidavit.

Signed, Sealed and Delivered this _____ day of ______, 20____.

(CONTRACTOR)

By: , President

STATE OF FLORIDA COUNTY OF ______

The foregoing instrument was acknowledged before me this ____ day of ______, 20____, by as President of who did/did not take an oath and who:

is personally known to me; or has produced current Florida driver’s license as identification, and who did/did not take an oath.

Notary Public My Commission Expires:

0103-24-1 00640-2 Final Affidavit and Waiver and Release Release of Lien (Prime Contractor)

SECTION 00645

FINAL WAIVER AND RELEASE OF LIEN AND RIGHT TO CLAIM AGAINST THE PAYMENT BOND (Subcontractor) (FINAL PAYMENT) STATE OF FLORIDA COUNTY OF ______

The undersigned, in consideration of the final payment in the amount of $______, the receipt of which is hereby acknowledged does hereby waive and release any and all lien, right of lien and its right to claim against the payment bond for labor, services, or materials furnished under contract with or by order from , the general contractor, on the job of the ______for improvements to the following described project:

CDBG 19 NR WATER SYSTEM IMPROVEMENTS & LIFT STATION REHABILITATION CDBG CONTRACT NO. 19DB-ON-07-35-02-N13 TOWN OF ZOLFO SPRINGS, FLORIDA MITTAUER & ASSOCIATES, INC. PROJECT NO. 0103-24-1

SIGNED, SEALED and DELIVERED this ______day of ______, 20____.

(Lienor)

By:

Printed Name:

Title:

STATE OF FLORIDA COUNTY OF ______

The foregoing instrument was acknowledged before me this ____ day of ______, 20____, by as President of who did/did not take an oath and who:

is/are personally known to me. produced current Florida driver’s license as identification. produced as identification.

Notary Public My Commission Expires:

0103-24-1 00645-1 Final Waiver and Release of Lien (Subcontractor)

SECTION 00650

CONSENT OF SURETY COMPANY TO FINAL PAYMENT

Project Name: CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB-ON-07-35-02-N13

Location: Zolfo Springs, Florida A/E#: 0103-24-1

TO (Owner): Town of Zolfo Springs Address: 104 West Fifth Street (P.O. Box 162) City/ State/ Zip: Zolfo Springs, Florida 33890

Contractor: Contract Date:

In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company)

, Surety Company,

on bond of (here insert name and address of Contractor) , Contractor,

hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to the , Owner, as set forth in the said Surety Company’s bond.

IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of ,

Surety Company

Signature of Authorized Representative

Attest: Title (Seal)

0103-24-1 00650-1 Consent of Surety to Final Payment

This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations.

STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT

National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org

American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org

American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org

The copyright for this document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE.

NOTE: EJCDC publications may be purchased at www.ejcdc.org, or from any of the sponsoring organizations above.

TABLE OF CONTENTS Page Article 1 – Definitions and Terminology ...... 1 1.01 Defined Terms ...... 1 1.02 Terminology ...... 5 Article 2 – Preliminary Matters ...... 6 2.01 Delivery of Bonds and Evidence of Insurance ...... 6 2.02 Copies of Documents ...... 6 2.03 Before Starting Construction ...... 6 2.04 Preconstruction Conference; Designation of Authorized Representatives ...... 7 2.05 Initial Acceptance of Schedules ...... 7 2.06 Electronic Transmittals ...... 7 Article 3 – Documents: Intent, Requirements, Reuse ...... 8 3.01 Intent ...... 8 3.02 Reference Standards ...... 8 3.03 Reporting and Resolving Discrepancies ...... 8 3.04 Requirements of the Contract Documents ...... 9 3.05 Reuse of Documents ...... 10 Article 4 – Commencement and Progress of the Work ...... 10 4.01 Commencement of Contract Times; Notice to Proceed ...... 10 4.02 Starting the Work ...... 10 4.03 Reference Points ...... 10 4.04 Progress Schedule ...... 10 4.05 Delays in Contractor’s Progress ...... 11 Article 5 – Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions ...... 12 5.01 Availability of Lands ...... 12 5.02 Use of Site and Other Areas ...... 12 5.03 Subsurface and Physical Conditions ...... 13 5.04 Differing Subsurface or Physical Conditions ...... 14 5.05 Underground Facilities ...... 15 5.06 Hazardous Environmental Conditions at Site ...... 17

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page i Article 6 – Bonds and Insurance ...... 19 6.01 Performance, Payment, and Other Bonds ...... 19 6.02 Insurance—General Provisions ...... 19 6.03 Contractor’s Insurance ...... 20 6.04 Owner’s Liability Insurance ...... 23 6.05 Property Insurance ...... 23 6.06 Waiver of Rights ...... 25 6.07 Receipt and Application of Property Insurance Proceeds ...... 25 Article 7 – Contractor’s Responsibilities ...... 26 7.01 Supervision and Superintendence ...... 26 7.02 Labor; Working Hours ...... 26 7.03 Services, Materials, and Equipment ...... 26 7.04 “Or Equals” ...... 27 7.05 Substitutes ...... 28 7.06 Concerning Subcontractors, Suppliers, and Others ...... 29 7.07 Patent Fees and Royalties ...... 31 7.08 Permits ...... 31 7.09 Taxes ...... 32 7.10 Laws and Regulations ...... 32 7.11 Record Documents ...... 32 7.12 Safety and Protection ...... 32 7.13 Safety Representative ...... 33 7.14 Hazard Communication Programs ...... 33 7.15 Emergencies ...... 34 7.16 Shop Drawings, Samples, and Other Submittals ...... 34 7.17 Contractor’s General Warranty and Guarantee...... 36 7.18 Indemnification ...... 37 7.19 Delegation of Professional Design Services ...... 37 Article 8 – Other Work at the Site ...... 38 8.01 Other Work ...... 38 8.02 Coordination ...... 39 8.03 Legal Relationships ...... 39

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page ii Article 9 – Owner’s Responsibilities ...... 40 9.01 Communications to Contractor ...... 40 9.02 Replacement of Engineer ...... 40 9.03 Furnish Data ...... 40 9.04 Pay When Due ...... 40 9.05 Lands and Easements; Reports, Tests, and Drawings ...... 40 9.06 Insurance ...... 40 9.07 Change Orders ...... 40 9.08 Inspections, Tests, and Approvals ...... 41 9.09 Limitations on Owner’s Responsibilities ...... 41 9.10 Undisclosed Hazardous Environmental Condition ...... 41 9.11 Evidence of Financial Arrangements ...... 41 9.12 Safety Programs ...... 41 Article 10 – Engineer’s Status During Construction ...... 41 10.01 Owner’s Representative ...... 41 10.02 Visits to Site ...... 41 10.03 Project Representative ...... 42 10.04 Rejecting Defective Work ...... 42 10.05 Shop Drawings, Change Orders and Payments ...... 42 10.06 Determinations for Unit Price Work ...... 42 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work ...... 42 10.08 Limitations on Engineer’s Authority and Responsibilities ...... 42 10.09 Compliance with Safety Program ...... 43 Article 11 – Amending the Contract Documents; Changes in the Work ...... 43 11.01 Amending and Supplementing Contract Documents ...... 43 11.02 Owner-Authorized Changes in the Work ...... 44 11.03 Unauthorized Changes in the Work ...... 44 11.04 Change of Contract Price ...... 44 11.05 Change of Contract Times ...... 45 11.06 Change Proposals ...... 45 11.07 Execution of Change Orders ...... 46 11.08 Notification to Surety ...... 47

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page iii Article 12 – Claims ...... 47 12.01 Claims ...... 47 Article 13 – Cost of the Work; Allowances; Unit Price Work ...... 48 13.01 Cost of the Work ...... 48 13.02 Allowances ...... 50 13.03 Unit Price Work ...... 51 Article 14 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...... 52 14.01 Access to Work ...... 52 14.02 Tests, Inspections, and Approvals ...... 52 14.03 Defective Work...... 53 14.04 Acceptance of Defective Work ...... 53 14.05 Uncovering Work ...... 53 14.06 Owner May Stop the Work ...... 54 14.07 Owner May Correct Defective Work ...... 54 Article 15 – Payments to Contractor; Set-Offs; Completion; Correction Period ...... 55 15.01 Progress Payments ...... 55 15.02 Contractor’s Warranty of Title ...... 58 15.03 Substantial Completion ...... 58 15.04 Partial Use or Occupancy ...... 59 15.05 Final Inspection ...... 59 15.06 Final Payment ...... 59 15.07 Waiver of Claims ...... 61 15.08 Correction Period ...... 61 Article 16 – Suspension of Work and Termination ...... 62 16.01 Owner May Suspend Work ...... 62 16.02 Owner May Terminate for Cause ...... 62 16.03 Owner May Terminate For Convenience ...... 63 16.04 Contractor May Stop Work or Terminate ...... 63 Article 17 – Final Resolution of Disputes ...... 64 17.01 Methods and Procedures ...... 64 Article 18 – Miscellaneous ...... 64 18.01 Giving Notice ...... 64 18.02 Computation of Times ...... 64 18.03 Cumulative Remedies ...... 64

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page iv 18.04 Limitation of Damages ...... 65 18.05 No Waiver ...... 65 18.06 Survival of Obligations ...... 65 18.07 Controlling Law ...... 65 18.08 Headings ...... 65

1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents, a term printed with initial capital letters, including the term’s singular and plural forms, will have the meaning indicated in the definitions below. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument, executed by Owner and Contractor, that sets forth the Contract Price and Contract Times, identifies the parties and the Engineer, and designates the specific items that are Contract Documents. 3. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Bid—The offer of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 5. Bidder—An individual or entity that submits a Bid to Owner. 6. Bidding Documents—The Bidding Requirements, the proposed Contract Documents, and all Addenda. 7. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid Bond or other Bid security, if any, the Bid Form, and the Bid with any attachments. 8. Change Order—A document which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, or other revision to the Contract, issued on or after the Effective Date of the Contract. 9. Change Proposal—A written request by Contractor, duly submitted in compliance with the procedural requirements set forth herein, seeking an adjustment in Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; challenging a set-off against payments due; or seeking other relief with respect to the terms of the Contract. 10. Claim—(a) A demand or assertion by Owner directly to Contractor, duly submitted in compliance with the procedural requirements set forth herein: seeking an adjustment of Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; contesting Engineer’s decision regarding a Change Proposal; seeking resolution of a contractual issue that Engineer has declined to address; or seeking other relief with respect to the terms of the Contract; or (b) a demand or assertion by Contractor directly to Owner, duly submitted in compliance with the procedural requirements set forth herein, contesting Engineer’s decision regarding a Change Proposal; or seeking resolution of a contractual issue that Engineer

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 65 has declined to address. A demand for money or services by a third party is not a Claim. 11. Constituent of Concern—Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to (a) the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. (“CERCLA”); (b) the Hazardous Materials Transportation Act, 49 U.S.C. §§5501 et seq.; (c) the Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. (“RCRA”); (d) the Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; (e) the Clean Water Act, 33 U.S.C. §§1251 et seq.; (f) the Clean Air Act, 42 U.S.C. §§7401 et seq.; or (g) any other federal, state, or local statute, law, rule, regulation, ordinance, resolution, code, order, or decree regulating, relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic, or dangerous waste, substance, or material. 12. Contract—The entire and integrated written contract between the Owner and Contractor concerning the Work. 13. Contract Documents—Those items so designated in the Agreement, and which together comprise the Contract. 14. Contract Price—The money that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 15. Contract Times—The number of days or the dates by which Contractor shall: (a) achieve Milestones, if any; (b) achieve Substantial Completion; and (c) complete the Work. 16. Contractor—The individual or entity with which Owner has contracted for performance of the Work. 17. Cost of the Work—See Paragraph 13.01 for definition. 18. Drawings—The part of the Contract that graphically shows the scope, extent, and character of the Work to be performed by Contractor. 19. Effective Date of the Contract—The date, indicated in the Agreement, on which the Contract becomes effective. 20. Engineer—The individual or entity named as such in the Agreement. 21. Field Order—A written order issued by Engineer which requires minor changes in the Work but does not change the Contract Price or the Contract Times. 22. Hazardous Environmental Condition—The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto. The presence at the Site of materials that are necessary for the execution of the Work, or that are to be incorporated in the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, does not establish a Hazardous Environmental Condition. 23. Laws and Regulations; Laws or Regulations—Any and all applicable laws, statutes, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 65 24. Liens—Charges, security interests, or encumbrances upon Contract-related funds, real property, or personal property. 25. Milestone—A principal event in the performance of the Work that the Contract requires Contractor to achieve by an intermediate completion date or by a time prior to Substantial Completion of all the Work. 26. Notice of Award—The written notice by Owner to a Bidder of Owner’s acceptance of the Bid. 27. Notice to Proceed—A written notice by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work. 28. Owner—The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract. 29. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. 30. Project—The total undertaking to be accomplished for Owner by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part. 31. Project Manual—The written documents prepared for, or made available for, procuring and constructing the Work, including but not limited to the Bidding Documents or other construction procurement documents, geotechnical and existing conditions information, the Agreement, bond forms, General Conditions, Supplementary Conditions, and Specifications. The contents of the Project Manual may be bound in one or more volumes. 32. Resident Project Representative—The authorized representative of Engineer assigned to assist Engineer at the Site. As used herein, the term Resident Project Representative or “RPR” includes any assistants or field staff of Resident Project Representative. 33. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged. 34. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer’s review of the submittals and the performance of related construction activities. 35. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 36. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 65 37. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements, and such other lands furnished by Owner which are designated for the use of Contractor. 38. Specifications—The part of the Contract that consists of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 39. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work. 40. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof. 41. Successful Bidder—The Bidder whose Bid the Owner accepts, and to which the Owner makes an award of contract, subject to stated conditions. 42. Supplementary Conditions—The part of the Contract that amends or supplements these General Conditions. 43. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or a Subcontractor. 44. Technical Data—Those items expressly identified as Technical Data in the Supplementary Conditions, with respect to either (a) subsurface conditions at the Site, or physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) or (b) Hazardous Environmental Conditions at the Site. If no such express identifications of Technical Data have been made with respect to conditions at the Site, then the data contained in boring logs, recorded measurements of subsurface water levels, laboratory test results, and other factual, objective information regarding conditions at the Site that are set forth in any geotechnical or environmental report prepared for the Project and made available to Contractor are hereby defined as Technical Data with respect to conditions at the Site under Paragraphs 5.03, 5.04, and 5.06. 45. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 46. Unit Price Work—Work to be paid for on the basis of unit prices. 47. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction; furnishing, installing, and incorporating all materials and equipment into such construction; and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 65 48. Work Change Directive—A written directive to Contractor issued on or after the Effective Date of the Contract, signed by Owner and recommended by Engineer, ordering an addition, deletion, or revision in the Work. 1.02 Terminology A. The words and terms discussed in the following paragraphs are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered,” “as directed” or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Article 10 or any other provision of the Contract Documents. C. Day: 1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to Engineer’s recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 15.03 or 15.04). E. Furnish, Install, Perform, Provide: 1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

ARTICLE 2 – PRELIMINARY MATTERS

2.01 Delivery of Bonds and Evidence of Insurance A. Bonds: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Contractor’s Insurance: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract), the certificates and other evidence of insurance required to be provided by Contractor in accordance with Article 6. C. Evidence of Owner’s Insurance: After receipt of the executed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or otherwise), the certificates and other evidence of insurance required to be provided by Owner under Article 6. 2.02 Copies of Documents A. Owner shall furnish to Contractor four printed copies of the Contract (including one fully executed counterpart of the Agreement), and one copy in electronic portable document format (PDF). Additional printed copies will be furnished upon request at the cost of reproduction. B. Owner shall maintain and safeguard at least one original printed record version of the Contract, including Drawings and Specifications signed and sealed by Engineer and other design professionals. Owner shall make such original printed record version of the Contract available to Contractor for review. Owner may delegate the responsibilities under this provision to Engineer. 2.03 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Contract (or as otherwise specifically required by the Contract Documents), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract; 2. a preliminary Schedule of Submittals; and

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 6 of 65 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.04 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.03.A, procedures for handling Shop Drawings, Samples, and other submittals, processing Applications for Payment, electronic or digital transmittals, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.05 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference, attended by Contractor, Engineer, and others as appropriate, will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.03.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor’s full responsibility therefor. 2. Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor’s Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to the component parts of the Work. 2.06 Electronic Transmittals A. Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may transmit, and shall accept, Project-related correspondence, text, data, documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format, either directly, or through access to a secure Project website. B. If the Contract does not establish protocols for electronic or digital transmittals, then Owner, Engineer, and Contractor shall jointly develop such protocols. C. When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient’s use of software application packages, operating systems, or

ARTICLE 3 – DOCUMENTS: INTENT, REQUIREMENTS, REUSE

3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. C. Unless otherwise stated in the Contract Documents, if there is a discrepancy between the electronic or digital versions of the Contract Documents (including any printed copies derived from such electronic or digital versions) and the printed record version, the printed record version shall govern. D. The Contract supersedes prior negotiations, representations, and agreements, whether written or oral. E. Engineer will issue clarifications and interpretations of the Contract Documents as provided herein. 3.02 Reference Standards A. Standards Specifications, Codes, Laws and Regulations 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard specification, manual, reference standard, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Contract if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard specification, manual, reference standard, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the part of the Contract Documents prepared by or for Engineer. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the part of the Contract Documents prepared by or for Engineer. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor’s Verification of Figures and Field Measurements: Before undertaking each part of the Work, Contractor shall carefully study the Contract Documents, and check and verify pertinent figures and dimensions therein, particularly with respect to applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of, and shall not proceed with any Work affected thereby until the conflict,

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 8 of 65 error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 2. Contractor’s Review of Contract Documents: If, before or during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) actual field conditions, (c) any standard specification, manual, reference standard, or code, or (d) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 7.15) until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the part of the Contract Documents prepared by or for Engineer shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between such provisions of the Contract Documents and: a. the provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference as a Contract Document); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Requirements of the Contract Documents A. During the performance of the Work and until final payment, Contractor and Owner shall submit to the Engineer all matters in question concerning the requirements of the Contract Documents (sometimes referred to as requests for information or interpretation—RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as possible after such matters arise. Engineer will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work thereunder. B. Engineer will, with reasonable promptness, render a written clarification, interpretation, or decision on the issue submitted, or initiate an amendment or supplement to the Contract Documents. Engineer’s written clarification, interpretation, or decision will be final and binding on Contractor, unless it appeals by submitting a Change Proposal, and on Owner, unless it appeals by filing a Claim. C. If a submitted matter in question concerns terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work under the Contract Documents, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, then Engineer will promptly give written notice to Owner and Contractor that Engineer is unable to provide a decision or interpretation. If Owner and Contractor are unable to agree on resolution of such a matter in question, either party may pursue resolution as provided in Article 12.

ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK

4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Contract or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Contract. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Contract, whichever date is earlier. 4.02 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to such date. 4.03 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.05 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.05) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 10 of 65 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 11. B. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, or during any appeal process, except as permitted by Paragraph 16.04, or as Owner and Contractor may otherwise agree in writing. 4.05 Delays in Contractor’s Progress A. If Owner, Engineer, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Times and Contract Price. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. B. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of Contractor. Delay, disruption, and interference attributable to and within the control of a Subcontractor or Supplier shall be deemed to be within the control of Contractor. C. If Contractor’s performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those for which they are responsible, then Contractor shall be entitled to an equitable adjustment in Contract Times. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. Causes of delay, disruption, or interference that may give rise to an adjustment in Contract Times under this paragraph include but are not limited to the following: 1. severe and unavoidable natural catastrophes such as fires, floods, epidemics, and earthquakes; 2. abnormal weather conditions; 3. acts or failures to act of utility owners (other than those performing other work at or adjacent to the Site by arrangement with the Owner, as contemplated in Article 8); and 4. acts of war or terrorism. D. Delays, disruption, and interference to the performance or progress of the Work resulting from the existence of a differing subsurface or physical condition, an Underground Facility that was not shown or indicated by the Contract Documents, or not shown or indicated with reasonable accuracy, and those resulting from Hazardous Environmental Conditions, are governed by Article 5. E. Paragraph 8.03 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. F. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for any delay, disruption, or interference if such delay is concurrent with a delay, disruption, or interference caused by or within the control of Contractor.

ARTICLE 5 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS

5.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which permanent improvements are to be made and Owner’s interest therein as necessary for giving notice of or filing a mechanic’s or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and such other adjacent areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for (a) damage to the Site; (b) damage to any such other adjacent areas used for Contractor’s operations; (c) damage to any other adjacent land or areas; and (d) for injuries and losses sustained by the owners or occupants of any such land or areas; provided that such damage or injuries result from the performance of the Work or from other actions or conduct of the Contractor or those for which Contractor is responsible. 2. If a damage or injury claim is made by the owner or occupant of any such land or area because of the performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible, Contractor shall (a) take immediate corrective or remedial action as required by Paragraph 7.12, or otherwise; (b) promptly attempt to settle the claim as to all parties through negotiations with such owner or occupant, or otherwise resolve the claim by arbitration or other dispute resolution proceeding, or at law; and (c) to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claim, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused directly or indirectly, in whole or in part

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 12 of 65 by, or based upon, Contractor’s performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible. B. Removal of Debris During Performance of the Work: During the progress of the Work the Contractor shall keep the Site and other adjacent areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site and adjacent areas all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading of Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent structures or land to stresses or pressures that will endanger them. 5.03 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or adjacent to the Site; 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities); and 3. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely upon the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 13 of 65 5.04 Differing Subsurface or Physical Conditions A. Notice by Contractor: If Contractor believes that any subsurface or physical condition that is uncovered or revealed at the Site either: 1. is of such a nature as to establish that any Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; or 2. is of such a nature as to require a change in the Drawings or Specifications; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so. B. Engineer’s Review: After receipt of written notice as required by the preceding paragraph, Engineer will promptly review the subsurface or physical condition in question; determine the necessity of Owner’s obtaining additional exploration or tests with respect to the condition; conclude whether the condition falls within any one or more of the differing site condition categories in Paragraph 5.04.A above; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor’s resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications; and advise Owner in writing of Engineer’s findings, conclusions, and recommendations. C. Owner’s Statement to Contractor Regarding Site Condition: After receipt of Engineer’s written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the subsurface or physical condition in question, addressing the resumption of Work in connection with such condition, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer’s written findings, conclusions, and recommendations, in whole or in part. D. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in Contract Price or Contract Times, or both, to the extent that the existence of a differing subsurface or physical condition, or any related delay, disruption, or interference, causes an increase or decrease in Contractor’s cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must fall within any one or more of the categories described in Paragraph 5.04.A; b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; and,

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 14 of 65 c. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of such condition at the time Contractor made a commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract, or otherwise; or b. the existence of such condition reasonably could have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor’s making such commitment; or c. Contractor failed to give the written notice as required by Paragraph 5.04.A. 3. If Owner and Contractor agree regarding Contractor’s entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 4. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner’s issuance of the Owner’s written statement to Contractor regarding the subsurface or physical condition in question. 5.05 Underground Facilities A. Contractor’s Responsibilities: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer do not warrant or guarantee the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all information and data regarding existing Underground Facilities at the Site; b. locating all Underground Facilities shown or indicated in the Contract Documents as being at the Site; c. coordination of the Work with the owners (including Owner) of such Underground Facilities, during construction; and d. the safety and protection of all existing Underground Facilities at the Site, and repairing any damage thereto resulting from the Work. B. Notice by Contractor: If Contractor believes that an Underground Facility that is uncovered or revealed at the Site was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, then Contractor shall, promptly after

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 15 of 65 becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. C. Engineer’s Review: Engineer will promptly review the Underground Facility and conclude whether such Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor’s resumption of Work in connection with the Underground Facility in question; determine the extent, if any, to which a change is required in the Drawings or Specifications to reflect and document the consequences of the existence or location of the Underground Facility; and advise Owner in writing of Engineer’s findings, conclusions, and recommendations. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. D. Owner’s Statement to Contractor Regarding Underground Facility: After receipt of Engineer’s written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the Underground Facility in question, addressing the resumption of Work in connection with such Underground Facility, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer’s written findings, conclusions, and recommendations in whole or in part. E. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract Times, or both, to the extent that any existing Underground Facility at the Site that was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, or any related delay, disruption, or interference, causes an increase or decrease in Contractor’s cost of, or time required for, performance of the Work; subject, however, to the following: a. Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated the existence or actual location of the Underground Facility in question; b. With respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; c. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times; and d. Contractor gave the notice required in Paragraph 5.05.B. 2. If Owner and Contractor agree regarding Contractor’s entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 3. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner’s issuance of the Owner’s written statement to Contractor regarding the Underground Facility in question.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 16 of 65 5.06 Hazardous Environmental Conditions at Site A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely on the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for removing or remediating any Hazardous Environmental Condition encountered, uncovered, or revealed at the Site unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. D. Contractor shall be responsible for controlling, containing, and duly removing all Constituents of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible, and for any associated costs; and for the costs of removing and remediating any Hazardous Environmental Condition created by the presence of any such Constituents of Concern. E. If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose removal or remediation is not expressly identified in the Contract Documents as being within the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, then Contractor shall immediately: (1) secure or otherwise isolate such condition; (2) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 7.15); and (3) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 5.06.F. If Contractor or anyone for whom Contractor is responsible created the Hazardous Environmental Condition in question, then Owner may remove and remediate the Hazardous Environmental Condition, and impose a set-off against payments to account for the associated costs.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 17 of 65 F. Contractor shall not resume Work in connection with such Hazardous Environmental Condition or in any affected area until after Owner has obtained any required permits related thereto, and delivered written notice to Contractor either (1) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (2) specifying any special conditions under which such Work may be resumed safely. G. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, then within 30 days of Owner’s written notice regarding the resumption of Work, Contractor may submit a Change Proposal, or Owner may impose a set-off. H. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work, following the contractual change procedures in Article 11. Owner may have such deleted portion of the Work performed by Owner’s own forces or others in accordance with Article 8. I. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition (1) was not shown or indicated in the Drawings, Specifications, or other Contract Documents, identified as Technical Data entitled to limited reliance pursuant to Paragraph 5.06.B, or identified in the Contract Documents to be included within the scope of the Work, and (2) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.H shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. J. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor or by anyone for whom Contractor is responsible, or to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.J shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. K. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or to a Hazardous Environmental Condition uncovered or revealed at the Site.

6.01 Performance, Payment, and Other Bonds A. Contractor shall furnish a performance bond and a payment bond, each in an amount at least equal to the Contract Price, as security for the faithful performance and payment of all of Contractor’s obligations under the Contract. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 15.08, whichever is later, except as provided otherwise by Laws or Regulations, the Supplementary Conditions, or other specific provisions of the Contract. Contractor shall also furnish such other bonds as are required by the Supplementary Conditions or other specific provisions of the Contract. B. All bonds shall be in the form prescribed by the Contract except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (as amended and supplemented) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. A bond signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual’s authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed the accompanying bond. C. Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds in the required amounts. D. If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or its right to do business is terminated in any state or jurisdiction where any part of the Project is located, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the bond and surety requirements above. E. If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from the Site and exercise Owner’s termination rights under Article 16. F. Upon request, Owner shall provide a copy of the payment bond to any Subcontractor, Supplier, or other person or entity claiming to have furnished labor or materials used in the performance of the Work. 6.02 Insurance—General Provisions A. Owner and Contractor shall obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. All insurance required by the Contract to be purchased and maintained by Owner or Contractor shall be obtained from insurance companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue insurance policies for the required limits and coverages. Unless a different standard is indicated in the Supplementary Conditions, all companies that provide insurance policies required under this Contract shall have an A.M. Best rating of A-VII or better. C. Contractor shall deliver to Owner, with copies to each named insured and additional insured (as identified in this Article, in the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Contractor has obtained and is

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 19 of 65 maintaining the policies, coverages, and endorsements required by the Contract. Upon request by Owner or any other insured, Contractor shall also furnish other evidence of such required insurance, including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. D. Owner shall deliver to Contractor, with copies to each named insured and additional insured (as identified in this Article, the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Owner has obtained and is maintaining the policies, coverages, and endorsements required of Owner by the Contract (if any). Upon request by Contractor or any other insured, Owner shall also provide other evidence of such required insurance (if any), including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Owner may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. E. Failure of Owner or Contractor to demand such certificates or other evidence of the other party’s full compliance with these insurance requirements, or failure of Owner or Contractor to identify a deficiency in compliance from the evidence provided, shall not be construed as a waiver of the other party’s obligation to obtain and maintain such insurance. F. If either party does not purchase or maintain all of the insurance required of such party by the Contract, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. G. If Contractor has failed to obtain and maintain required insurance, Owner may exclude the Contractor from the Site, impose an appropriate set-off against payment, and exercise Owner’s termination rights under Article 16. H. Without prejudice to any other right or remedy, if a party has failed to obtain required insurance, the other party may elect to obtain equivalent insurance to protect such other party’s interests at the expense of the party who was required to provide such coverage, and the Contract Price shall be adjusted accordingly. I. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor or Contractor’s interests. J. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor’s liability under the indemnities granted to Owner and other individuals and entities in the Contract. 6.03 Contractor’s Insurance A. Workers’ Compensation: Contractor shall purchase and maintain workers’ compensation and employer’s liability insurance for: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts. 2. United States Longshoreman and Harbor Workers’ Compensation Act and Jones Act coverage (if applicable). 3. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees (by stop-gap endorsement in monopolist worker’s compensation states).

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 20 of 65 4. Foreign voluntary worker compensation (if applicable). B. Commercial General Liability—Claims Covered: Contractor shall purchase and maintain commercial general liability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against: 1. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees. 2. claims for damages insured by reasonably available personal injury liability coverage. 3. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom. C. Commercial General Liability—Form and Content: Contractor’s commercial liability policy shall be written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage: a. Such insurance shall be maintained for three years after final payment. b. Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter. 2. Blanket contractual liability coverage, to the extent permitted by law, including but not limited to coverage of Contractor’s contractual indemnity obligations in Paragraph 7.18. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground, explosion, and collapse coverage. 6. Personal injury coverage. 7. Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together); or CG 20 10 07 04 and CG 20 37 07 04 (together); or their equivalent. 8. For design professional additional insureds, ISO Endorsement CG 20 32 07 04, “Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured” or its equivalent. D. Automobile liability: Contractor shall purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The automobile liability policy shall be written on an occurrence basis. E. Umbrella or excess liability: Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer’s liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Subject to industry-standard exclusions, the coverage afforded shall follow form as to each and every one of the underlying policies. F. Contractor’s pollution liability insurance: Contractor shall purchase and maintain a policy covering third-party injury and property damage claims, including clean-up costs, as a result

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 21 of 65 of pollution conditions arising from Contractor’s operations and completed operations. This insurance shall be maintained for no less than three years after final completion. G. Additional insureds: The Contractor’s commercial general liability, automobile liability, umbrella or excess, and pollution liability policies shall include and list as additional insureds Owner and Engineer, and any individuals or entities identified in the Supplementary Conditions; include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds; and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby (including as applicable those arising from both ongoing and completed operations) on a non-contributory basis. Contractor shall obtain all necessary endorsements to support these requirements. H. Contractor’s professional liability insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance shall provide protection against claims arising out of performance of professional design or related services, and caused by a negligent error, omission, or act for which the insured party is legally liable. It shall be maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion. If such professional design services are performed by a Subcontractor, and not by Contractor itself, then the requirements of this paragraph may be satisfied through the purchasing and maintenance of such insurance by such Subcontractor. I. General provisions: The policies of insurance required by this Paragraph 6.03 shall: 1. include at least the specific coverages provided in this Article. 2. be written for not less than the limits of liability provided in this Article and in the Supplementary Conditions, or required by Laws or Regulations, whichever is greater. 3. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed, or renewal refused until at least 10 days prior written notice has been given to Contractor. Within three days of receipt of any such written notice, Contractor shall provide a copy of the notice to Owner, Engineer, and each other insured under the policy. 4. remain in effect at least until final payment (and longer if expressly required in this Article) and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work as a warranty or correction obligation, or otherwise, or returning to the Site to conduct other tasks arising from the Contract Documents. 5. be appropriate for the Work being performed and provide protection from claims that may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. J. The coverage requirements for specific policies of insurance must be met by such policies, and not by reference to excess or umbrella insurance provided in other policies.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 22 of 65 6.04 Owner’s Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 6.03, Owner, at Owner’s option, may purchase and maintain at Owner’s expense Owner’s own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. B. Owner’s liability policies, if any, operate separately and independently from policies required to be provided by Contractor, and Contractor cannot rely upon Owner’s liability policies for any of Contractor’s obligations to the Owner, Engineer, or third parties. 6.05 Property Insurance A. Builder’s Risk: Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain builder’s risk insurance upon the Work on a completed value basis, in the amount of the full insurable replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the Owner and Contractor as named insureds, and all Subcontractors, and any individuals or entities required by the Supplementary Conditions to be insured under such builder’s risk policy, as insureds or named insureds. For purposes of the remainder of this Paragraph 6.05, Paragraphs 6.06 and 6.07, and any corresponding Supplementary Conditions, the parties required to be insured shall collectively be referred to as “insureds.” 2. be written on a builder’s risk “all risk” policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder’s risk policies, by endorsement or otherwise, such insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including Owner-furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. 4. cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects).

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 23 of 65 5. extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier). 6. extend to cover damage or loss to insured property while in transit. 7. allow for partial occupation or use of the Work by Owner, such that those portions of the Work that are not yet occupied or used by Owner shall remain covered by the builder’s risk insurance. 8. allow for the waiver of the insurer’s subrogation rights, as set forth below. 9. provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 10. not include a co-insurance clause. 11. include an exception for ensuing losses from physical damage or loss with respect to any defective workmanship, design, or materials exclusions. 12. include performance/hot testing and start-up. 13. be maintained in effect, subject to the provisions herein regarding Substantial Completion and partial occupancy or use of the Work by Owner, until the Work is complete. B. Notice of Cancellation or Change: All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 6.05 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 10 days prior written notice has been given to the purchasing policyholder. Within three days of receipt of any such written notice, the purchasing policyholder shall provide a copy of the notice to each other insured. C. Deductibles: The purchaser of any required builder’s risk or property insurance shall pay for costs not covered because of the application of a policy deductible. D. Partial Occupancy or Use by Owner: If Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 15.04, then Owner (directly, if it is the purchaser of the builder’s risk policy, or through Contractor) will provide notice of such occupancy or use to the builder’s risk insurer. The builder’s risk insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy; rather, those portions of the Work that are occupied or used by Owner may come off the builder’s risk policy, while those portions of the Work not yet occupied or used by Owner shall remain covered by the builder’s risk insurance. E. Additional Insurance: If Contractor elects to obtain other special insurance to be included in or supplement the builder’s risk or property insurance policies provided under this Paragraph 6.05, it may do so at Contractor’s expense. F. Insurance of Other Property: If the express insurance provisions of the Contract do not require or address the insurance of a property item or interest, such as tools, construction equipment, or other personal property owned by Contractor, a Subcontractor, or an employee of Contractor or a Subcontractor, then the entity or individual owning such property item will be responsible for deciding whether to insure it, and if so in what amount.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 24 of 65 6.06 Waiver of Rights A. All policies purchased in accordance with Paragraph 6.05, expressly including the builder’s risk policy, shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any insureds thereunder, or against Engineer or its consultants, or their officers, directors, members, partners, employees, agents, consultants, or subcontractors. Owner and Contractor waive all rights against each other and the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Engineer, its consultants, all Subcontractors, all individuals or entities identified in the Supplementary Conditions as insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner or Contractor as trustee or fiduciary, or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner’s property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial occupancy or use pursuant to Paragraph 15.04, after Substantial Completion pursuant to Paragraph 15.03, or after final payment pursuant to Paragraph 15.06. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 6.06.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners, employees, agents, consultants, or subcontractors of each and any of them. D. Contractor shall be responsible for assuring that the agreement under which a Subcontractor performs a portion of the Work contains provisions whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or entities identified in the Supplementary Conditions as insureds, the Engineer and its consultants, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by builder’s risk insurance and any other property insurance applicable to the Work. 6.07 Receipt and Application of Property Insurance Proceeds A. Any insured loss under the builder’s risk and other policies of insurance required by Paragraph 6.05 will be adjusted and settled with the named insured that purchased the

ARTICLE 7 – CONTRACTOR’S RESPONSIBILITIES

7.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 7.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, Monday through Friday. Contractor will not perform Work on a Saturday, Sunday, or any legal holiday. Contractor may perform Work outside regular working hours or on Saturdays, Sundays, or legal holidays only with Owner’s written consent, which will not be unreasonably withheld. 7.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start up, and completion of the Work, whether or not such items are specifically called for in the Contract Documents. B. All materials and equipment incorporated into the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 26 of 65 guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 7.04 “Or Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the Contract Price has been based upon Contractor furnishing such item as specified. The specification or description of such an item is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or equal” item is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment, or items from other proposed suppliers under the circumstances described below. 1. If Engineer in its sole discretion determines that an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, Engineer shall deem it an “or equal” item. For the purposes of this paragraph, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; 3) it has a proven record of performance and availability of responsive service; and 4) it is not objectionable to Owner. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. B. Contractor’s Expense: Contractor shall provide all data in support of any proposed “or equal” item at Contractor’s expense. C. Engineer’s Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each “or-equal” request. Engineer may require Contractor to furnish additional data about the proposed “or-equal” item. Engineer will be the sole judge of acceptability. No “or-equal” item will be ordered, furnished, installed, or utilized until Engineer’s review is complete and Engineer determines that the proposed item is an “or-equal”, which will be evidenced by an approved Shop Drawing or other written communication. Engineer will advise Contractor in writing of any negative determination.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 27 of 65 D. Effect of Engineer’s Determination: Neither approval nor denial of an “or-equal” request shall result in any change in Contract Price. The Engineer’s denial of an “or-equal” request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. E. Treatment as a Substitution Request: If Engineer determines that an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item, Contractor may request that Engineer considered the proposed item as a substitute pursuant to Paragraph 7.05. 7.05 Substitutes A. Unless the specification or description of an item of material or equipment required to be furnished under the Contract Documents contains or is followed by words reading that no substitution is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment under the circumstances described below. To the extent possible such requests shall be made before commencement of related construction at the Site. 1. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is functionally equivalent to that named and an acceptable substitute therefor. Engineer will not accept requests for review of proposed substitute items of material or equipment from anyone other than Contractor. 2. The requirements for review by Engineer will be as set forth in Paragraph 7.05.B, as supplemented by the Specifications, and as Engineer may decide is appropriate under the circumstances. 3. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: a. shall certify that the proposed substitute item will: 1) perform adequately the functions and achieve the results called for by the general design, 2) be similar in substance to that specified, and 3) be suited to the same use as that specified. b. will state: 1) the extent, if any, to which the use of the proposed substitute item will necessitate a change in Contract Times, 2) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and 3) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. c. will identify: 1) all variations of the proposed substitute item from that specified, and

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 28 of 65 2) available engineering, sales, maintenance, repair, and replacement services. d. shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including but not limited to changes in Contract Price, shared savings, costs of redesign, and claims of other contractors affected by any resulting change. B. Engineer’s Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each substitute request, and to obtain comments and direction from Owner. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No substitute will be ordered, furnished, installed, or utilized until Engineer’s review is complete and Engineer determines that the proposed item is an acceptable substitute. Engineer’s determination will be evidenced by a Field Order or a proposed Change Order accounting for the substitution itself and all related impacts, including changes in Contract Price or Contract Times. Engineer will advise Contractor in writing of any negative determination. C. Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a special performance guarantee or other surety with respect to any substitute. D. Reimbursement of Engineer’s Cost: Engineer will record Engineer’s costs in evaluating a substitute proposed or submitted by Contractor. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. E. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute at Contractor’s expense. F. Effect of Engineer’s Determination: If Engineer approves the substitution request, Contractor shall execute the proposed Change Order and proceed with the substitution. The Engineer’s denial of a substitution request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7.05.D, by timely submittal of a Change Proposal. 7.06 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. Such Subcontractors and Suppliers must be acceptable to Owner. B. Contractor shall retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required by the Contract to do so. C. Subsequent to the submittal of Contractor’s Bid or final negotiation of the terms of the Contract, Owner may not require Contractor to retain any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against which Contractor has reasonable objection. D. Prior to entry into any binding subcontract or purchase order, Contractor shall submit to Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already deemed such proposed Subcontractor or Supplier acceptable, during the bidding process or otherwise). Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within five days.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 29 of 65 E. Owner may require the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work. Owner also may require Contractor to retain specific replacements; provided, however, that Owner may not require a replacement to which Contractor has a reasonable objection. If Contractor has submitted the identity of certain Subcontractors, Suppliers, or other individuals or entities for acceptance by Owner, and Owner has accepted it (either in writing or by failing to make written objection thereto), then Owner may subsequently revoke the acceptance of any such Subcontractor, Supplier, or other individual or entity so identified solely on the basis of substantive, reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. F. If Owner requires the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, or both, with respect to the replacement; and Contractor shall initiate a Change Proposal for such adjustment within 30 days of Owner’s requirement of replacement. G. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents. H. On a monthly basis Contractor shall submit to Engineer a complete list of all Subcontractors and Suppliers having a direct contract with Contractor, and of all other Subcontractors and Suppliers known to Contractor at the time of submittal. I. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. J. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and all other individuals or entities performing or furnishing any of the Work. K. Contractor shall restrict all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed herein. L. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. M. All Work performed for Contractor by a Subcontractor or Supplier shall be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. N. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to Contractor on account of Work performed for Contractor by the particular Subcontractor or Supplier.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 30 of 65 O. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier, or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any money due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. 7.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 7.08 Permits A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of the submission of Contractor’s Bid (or when Contractor became bound under a negotiated contract). Owner shall pay all charges of utility owners for connections for providing permanent service to the Work.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 31 of 65 7.09 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 7.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses, and shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work or other action. It shall not be Contractor’s responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.03. C. Owner or Contractor may give notice to the other party of any changes after the submission of Contractor’s Bid (or after the date when Contractor became bound under a negotiated contract) in Laws or Regulations having an effect on the cost or time of performance of the Work, including but not limited to changes in Laws or Regulations having an effect on procuring permits and on sales, use, value-added, consumption, and other similar taxes. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times resulting from such changes, then within 30 days of such notice Contractor may submit a Change Proposal, or Owner may initiate a Claim. 7.11 Record Documents A. Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved Shop Drawings. Contractor shall keep such record documents in good order and annotate them to show changes made during construction. These record documents, together with all approved Samples, will be available to Engineer for reference. Upon completion of the Work, Contractor shall deliver these record documents to Engineer. 7.12 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 1. all persons on the Site or who may be affected by the Work;

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 32 of 65 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site, when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. C. Contractor shall comply with the applicable requirements of Owner’s safety programs, if any. The Supplementary Conditions identify any Owner’s safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor’s safety program with which Owner’s and Engineer’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 7.12.A.2 or 7.12.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor at its expense (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor’s duties and responsibilities for safety and protection shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 15.06.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). G. Contractor’s duties and responsibilities for safety and protection shall resume whenever Contractor or any Subcontractor or Supplier returns to the Site to fulfill warranty or correction obligations, or to conduct other tasks arising from the Contract Documents. 7.13 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 7.14 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 33 of 65 exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.15 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 7.16 Shop Drawings, Samples, and Other Submittals A. Shop Drawing and Sample Submittal Requirements: 1. Before submitting a Shop Drawing or Sample, Contractor shall have: a. reviewed and coordinated the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. determined and verified all information relative to Contractor’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review of that submittal, and that Contractor approves the submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be set forth in a written communication separate from the Shop Drawings or Sample submittal; and, in addition, in the case of Shop Drawings by a specific notation made on each Shop Drawing submitted to Engineer for review and approval of each such variation. B. Submittal Procedures for Shop Drawings and Samples: Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals. Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Contractor shall submit the number of copies required in the Specifications. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 34 of 65 provide and to enable Engineer to review the information for the limited purposes required by Paragraph 7.16.D. 2. Samples: a. Contractor shall submit the number of Samples required in the Specifications. b. Contractor shall clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 7.16.D. 3. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer’s review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Other Submittals: Contractor shall submit other submittals to Engineer in accordance with the accepted Schedule of Submittals, and pursuant to the applicable terms of the Specifications. D. Engineer’s Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Engineer’s review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 4. Engineer’s review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 7.16.A.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer will document any such approved variation from the requirements of the Contract Documents in a Field Order. 5. Engineer’s review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 7.16.A and B. 6. Engineer’s review and approval of a Shop Drawing or Sample, or of a variation from the requirements of the Contract Documents, shall not, under any circumstances, change the Contract Times or Contract Price, unless such changes are included in a Change Order. 7. Neither Engineer’s receipt, review, acceptance or approval of a Shop Drawing, Sample, or other submittal shall result in such item becoming a Contract Document.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 35 of 65 8. Contractor shall perform the Work in compliance with the requirements and commitments set forth in approved Shop Drawings and Samples, subject to the provisions of Paragraph 7.16.D.4. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 2. Contractor shall furnish required submittals with sufficient information and accuracy to obtain required approval of an item with no more than three submittals. Engineer will record Engineer’s time for reviewing a fourth or subsequent submittal of a Shop Drawings, sample, or other item requiring approval, and Contractor shall be responsible for Engineer’s charges to Owner for such time. Owner may impose a set- off against payments due to Contractor to secure reimbursement for such charges. 3. If Contractor requests a change of a previously approved submittal item, Contractor shall be responsible for Engineer’s charges to Owner for its review time, and Owner may impose a set-off against payments due to Contractor to secure reimbursement for such charges, unless the need for such change is beyond the control of Contractor. 7.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal; 6. the issuance of a notice of acceptability by Engineer; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by Owner.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 36 of 65 D. If the Contract requires the Contractor to accept the assignment of a contract entered into by Owner, then the specific warranties, guarantees, and correction obligations contained in the assigned contract shall govern with respect to Contractor’s performance obligations to Owner for the Work described in the assigned contract. 7.18 Indemnification A. To the fullest extent permitted by Laws and Regulations, and in addition to any other obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable. B. In any and all claims against Owner or Engineer or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 7.18.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 7.18.A shall not extend to the liability of Engineer and Engineer’s officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 7.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable Laws and Regulations. B. If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and other submittals prepared by such professional. Shop

ARTICLE 8 – OTHER WORK AT THE SITE

8.01 Other Work A. In addition to and apart from the Work under the Contract Documents, the Owner may perform other work at or adjacent to the Site. Such other work may be performed by Owner’s employees, or through contracts between the Owner and third parties. Owner may also arrange to have third-party utility owners perform work on their utilities and facilities at or adjacent to the Site. B. If Owner performs other work at or adjacent to the Site with Owner’s employees, or through contracts for such other work, then Owner shall give Contractor written notice thereof prior to starting any such other work. If Owner has advance information regarding the start of any utility work at or adjacent to the Site, Owner shall provide such information to Contractor. C. Contractor shall afford each other contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner’s employees, proper and safe access to the Site, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. D. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 8, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects and deficiencies in such other work.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 38 of 65 8.02 Coordination A. If Owner intends to contract with others for the performance of other work at or adjacent to the Site, to perform other work at or adjacent to the Site with Owner’s employees, or to arrange to have utility owners perform work at or adjacent to the Site, the following will be set forth in the Supplementary Conditions or provided to Contractor prior to the start of any such other work: 1. the identity of the individual or entity that will have authority and responsibility for coordination of the activities among the various contractors; 2. an itemization of the specific matters to be covered by such authority and responsibility; and 3. the extent of such authority and responsibilities. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 8.03 Legal Relationships A. If, in the course of performing other work at or adjacent to the Site for Owner, the Owner’s employees, any other contractor working for Owner, or any utility owner causes damage to the Work or to the property of Contractor or its Subcontractors, or delays, disrupts, interferes with, or increases the scope or cost of the performance of the Work, through actions or inaction, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor must submit any Change Proposal seeking an equitable adjustment in the Contract Price or the Contract Times under this paragraph within 30 days of the damaging, delaying, disrupting, or interfering event. The entitlement to, and extent of, any such equitable adjustment shall take into account information (if any) regarding such other work that was provided to Contractor in the Contract Documents prior to the submittal of the Bid or the final negotiation of the terms of the Contract. When applicable, any such equitable adjustment in Contract Price shall be conditioned on Contractor assigning to Owner all Contractor’s rights against such other contractor or utility owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. B. Contractor shall take reasonable and customary measures to avoid damaging, delaying, disrupting, or interfering with the work of Owner, any other contractor, or any utility owner performing other work at or adjacent to the Site. If Contractor fails to take such measures and as a result damages, delays, disrupts, or interferes with the work of any such other contractor or utility owner, then Owner may impose a set-off against payments due to Contractor, and assign to such other contractor or utility owner the Owner’s contractual rights against Contractor with respect to the breach of the obligations set forth in this paragraph. C. When Owner is performing other work at or adjacent to the Site with Owner’s employees, Contractor shall be liable to Owner for damage to such other work, and for the reasonable direct delay, disruption, and interference costs incurred by Owner as a result of Contractor’s failure to take reasonable and customary measures with respect to Owner’s other work. In response to such damage, delay, disruption, or interference, Owner may impose a set-off against payments due to Contractor.

ARTICLE 9 – OWNER’S RESPONSIBILITIES

9.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 9.02 Replacement of Engineer A. Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor makes no reasonable objection to the replacement engineer. The replacement engineer’s status under the Contract Documents shall be that of the former Engineer. 9.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 9.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in the Agreement. 9.05 Lands and Easements; Reports, Tests, and Drawings A. Owner’s duties with respect to providing lands and easements are set forth in Paragraph 5.01. B. Owner’s duties with respect to providing engineering surveys to establish reference points are set forth in Paragraph 4.03. C. Article 5 refers to Owner’s identifying and making available to Contractor copies of reports of explorations and tests of conditions at the Site, and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 9.06 Insurance A. Owner’s responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 6. 9.07 Change Orders A. Owner’s responsibilities with respect to Change Orders are set forth in Article 11.

ARTICLE 10 – ENGINEER’S STATUS DURING CONSTRUCTION

10.01 Owner’s Representative A. Engineer will be Owner’s representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract. 10.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer’s visits and observations are subject to all the limitations on Engineer’s authority and responsibility set forth in Paragraph 10.08. Particularly, but without limitation, during

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 41 of 65 or as a result of Engineer’s visits or observations of Contractor’s Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 10.03 Project Representative A. If Owner and Engineer have agreed that Engineer will furnish a Resident Project Representative to represent Engineer at the Site and assist Engineer in observing the progress and quality of the Work, then the authority and responsibilities of any such Resident Project Representative will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 10.08. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer’s consultant, agent, or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 10.04 Rejecting Defective Work A. Engineer has the authority to reject Work in accordance with Article 14. 10.05 Shop Drawings, Change Orders and Payments A. Engineer’s authority, and limitations thereof, as to Shop Drawings and Samples, are set forth in Paragraph 7.16. B. Engineer’s authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, are set forth in Paragraph 7.19. C. Engineer’s authority as to Change Orders is set forth in Article 11. D. Engineer’s authority as to Applications for Payment is set forth in Article 15. 10.06 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor as set forth in Paragraph 13.03. 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will render decisions regarding the requirements of the Contract Documents, and judge the acceptability of the Work, pursuant to the specific procedures set forth herein for initial interpretations, Change Proposals, and acceptance of the Work. In rendering such decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will not be liable to Owner, Contractor, or others in connection with any proceedings, interpretations, decisions, or judgments conducted or rendered in good faith. 10.08 Limitations on Engineer’s Authority and Responsibilities A. Neither Engineer’s authority or responsibility under this Article 10 or under any other provision of the Contract, nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer, shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them.

ARTICLE 11 – AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK

11.01 Amending and Supplementing Contract Documents A. The Contract Documents may be amended or supplemented by a Change Order, a Work Change Directive, or a Field Order. 1. Change Orders: a. If an amendment or supplement to the Contract Documents includes a change in the Contract Price or the Contract Times, such amendment or supplement must be set forth in a Change Order. A Change Order also may be used to establish amendments and supplements of the Contract Documents that do not affect the Contract Price or Contract Times. b. Owner and Contractor may amend those terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, without the recommendation of the Engineer. Such an amendment shall be set forth in a Change Order. 2. Work Change Directives: A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the modification ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order, following negotiations by the parties as to the Work Change Directive’s effect, if any, on the Contract Price and Contract Times; or, if negotiations are unsuccessful, by a determination under the terms of the Contract Documents governing adjustments, expressly including Paragraph 11.04 regarding change of Contract Price. Contractor must submit any Change Proposal seeking an

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 43 of 65 adjustment of the Contract Price or the Contract Times, or both, no later than 30 days after the completion of the Work set out in the Work Change Directive. Owner must submit any Claim seeking an adjustment of the Contract Price or the Contract Times, or both, no later than 60 days after issuance of the Work Change Directive. 3. Field Orders: Engineer may authorize minor changes in the Work if the changes do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Such changes will be accomplished by a Field Order and will be binding on Owner and also on Contractor, which shall perform the Work involved promptly. If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein. 11.02 Owner-Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work. Such changes shall be supported by Engineer’s recommendation, to the extent the change involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters. Such changes may be accomplished by a Change Order, if Owner and Contractor have agreed as to the effect, if any, of the changes on Contract Times or Contract Price; or by a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved; or, in the case of a deletion in the Work, promptly cease construction activities with respect to such deleted Work. Added or revised Work shall be performed under the applicable conditions of the Contract Documents. Nothing in this paragraph shall obligate Contractor to undertake work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor’s safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents, as amended, modified, or supplemented, except in the case of an emergency as provided in Paragraph 7.15 or in the case of uncovering Work as provided in Paragraph 14.05. 11.04 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price shall comply with the provisions of Article 12. B. An adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, then by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 13.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, then by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 11.04.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and the parties do not reach mutual agreement to a lump sum, then on

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 44 of 65 the basis of the Cost of the Work (determined as provided in Paragraph 13.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 11.04.C). C. Contractor’s Fee: When applicable, the Contractor’s fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 13.01.B.1 and 13.01.B.2, the Contractor’s fee shall be 15 percent; b. for costs incurred under Paragraph 13.01.B.3, the Contractor’s fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 11.01.C.2.a and 11.01.C.2.b is that the Contractor’s fee shall be based on: (1) a fee of 15 percent of the costs incurred under Paragraphs 13.01.A.1 and 13.01.A.2 by the Subcontractor that actually performs the Work, at whatever tier, and (2) with respect to Contractor itself and to any Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work, a fee of five percent of the amount (fee plus underlying costs incurred) attributable to the next lower tier Subcontractor; provided, however, that for any such subcontracted work the maximum total fee to be paid by Owner shall be no greater than 27 percent of the costs incurred by the Subcontractor that actually performs the work; d. no fee shall be payable on the basis of costs itemized under Paragraphs 13.01.B.4, 13.01.B.5, and 13.01.C; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor’s fee shall be computed on the basis of the net change in accordance with Paragraphs 11.04.C.2.a through 11.04.C.2.e, inclusive. 11.05 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Times shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times shall comply with the provisions of Article 12. B. An adjustment of the Contract Times shall be subject to the limitations set forth in Paragraph 4.05, concerning delays in Contractor’s progress. 11.06 Change Proposals A. Contractor shall submit a Change Proposal to Engineer to request an adjustment in the Contract Times or Contract Price; appeal an initial decision by Engineer concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; contest a set-off against payment due; or seek other relief under

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 45 of 65 the Contract. The Change Proposal shall specify any proposed change in Contract Times or Contract Price, or both, or other proposed relief, and explain the reason for the proposed change, with citations to any governing or applicable provisions of the Contract Documents. 1. Procedures: Contractor shall submit each Change Proposal to Engineer promptly (but in no event later than 30 days) after the start of the event giving rise thereto, or after such initial decision. The Contractor shall submit supporting data, including the proposed change in Contract Price or Contract Time (if any), to the Engineer and Owner within 15 days after the submittal of the Change Proposal. The supporting data shall be accompanied by a written statement that the supporting data are accurate and complete, and that any requested time or price adjustment is the entire adjustment to which Contractor believes it is entitled as a result of said event. Engineer will advise Owner regarding the Change Proposal, and consider any comments or response from Owner regarding the Change Proposal. 2. Engineer’s Action: Engineer will review each Change Proposal and, within 30 days after receipt of the Contractor’s supporting data, either deny the Change Proposal in whole, approve it in whole, or deny it in part and approve it in part. Such actions shall be in writing, with a copy provided to Owner and Contractor. If Engineer does not take action on the Change Proposal within 30 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of Engineer’s inaction the Change Proposal is deemed denied, thereby commencing the time for appeal of the denial under Article 12. 3. Binding Decision: Engineer’s decision will be final and binding upon Owner and Contractor, unless Owner or Contractor appeals the decision by filing a Claim under Article 12. B. Resolution of Certain Change Proposals: If the Change Proposal does not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters, then Engineer will notify the parties that the Engineer is unable to resolve the Change Proposal. For purposes of further resolution of such a Change Proposal, such notice shall be deemed a denial, and Contractor may choose to seek resolution under the terms of Article 12. 11.07 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders covering: 1. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; 2. changes in Contract Price resulting from an Owner set-off, unless Contractor has duly contested such set-off; 3. changes in the Work which are: (a) ordered by Owner pursuant to Paragraph 11.02, (b) required because of Owner’s acceptance of defective Work under Paragraph 14.04 or Owner’s correction of defective Work under Paragraph 14.07, or (c) agreed to by the parties, subject to the need for Engineer’s recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters; and 4. changes in the Contract Price or Contract Times, or other changes, which embody the substance of any final and binding results under Paragraph 11.06, or Article 12.

ARTICLE 12 – CLAIMS

12.01 Claims A. Claims Process: The following disputes between Owner and Contractor shall be submitted to the Claims process set forth in this Article: 1. Appeals by Owner or Contractor of Engineer’s decisions regarding Change Proposals; 2. Owner demands for adjustments in the Contract Price or Contract Times, or other relief under the Contract Documents; and 3. Disputes that Engineer has been unable to address because they do not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters. B. Submittal of Claim: The party submitting a Claim shall deliver it directly to the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto; in the case of appeals regarding Change Proposals within 30 days of the decision under appeal. The party submitting the Claim shall also furnish a copy to the Engineer, for its information only. The responsibility to substantiate a Claim shall rest with the party making the Claim. In the case of a Claim by Contractor seeking an increase in the Contract Times or Contract Price, or both, Contractor shall certify that the Claim is made in good faith, that the supporting data are accurate and complete, and that to the best of Contractor’s knowledge and belief the amount of time or money requested accurately reflects the full amount to which Contractor is entitled. C. Review and Resolution: The party receiving a Claim shall review it thoroughly, giving full consideration to its merits. The two parties shall seek to resolve the Claim through the exchange of information and direct negotiations. The parties may extend the time for resolving the Claim by mutual agreement. All actions taken on a Claim shall be stated in writing and submitted to the other party, with a copy to Engineer. D. Mediation: 1. At any time after initiation of a Claim, Owner and Contractor may mutually agree to mediation of the underlying dispute. The agreement to mediate shall stay the Claim submittal and response process. 2. If Owner and Contractor agree to mediation, then after 60 days from such agreement, either Owner or Contractor may unilaterally terminate the mediation process, and the Claim submittal and decision process shall resume as of the date of the termination. If the mediation proceeds but is unsuccessful in resolving the dispute, the Claim

ARTICLE 13 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK

13.01 Cost of the Work A. Purposes for Determination of Cost of the Work: The term Cost of the Work means the sum of all costs necessary for the proper performance of the Work at issue, as further defined below. The provisions of this Paragraph 13.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price, under cost-plus-fee, time-and-materials, or other cost-based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. When the value of any such adjustment is determined on the basis of Cost of the Work, Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment. B. Costs Included: Except as otherwise may be agreed to in writing by Owner, costs included in the Cost of the Work shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 13.01.C, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, and vacation and holiday pay applicable

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 48 of 65 thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates, and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 13.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof, whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 6.05), provided such losses and damages have resulted from causes

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 49 of 65 other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as communication service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance that Contractor is required by the Contract Documents to purchase and maintain. C. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 13.01.B.1 or specifically covered by Paragraph 13.01.B.4. The payroll costs and other compensation excluded here are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 13.01.B. D. Contractor’s Fee: When the Work as a whole is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 11.04.C. E. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to this Article 13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 13.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 50 of 65 B. Cash Allowances: Contractor agrees that: 1. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 2. Contractor’s costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 13.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work will be based on actual quantities. C. Each 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. D. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer’s written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of the following paragraph. E. Within 30 days of Engineer’s written decision under the preceding paragraph, Contractor may submit a Change Proposal, or Owner may file a Claim, seeking an adjustment in the Contract Price if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that it is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price, and the parties are unable to agree as to the amount of any such increase or decrease.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 51 of 65 ARTICLE 14 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK

14.01 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and authorities having jurisdiction will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 14.02 Tests, Inspections, and Approvals A. Contractor shall give Engineer timely notice of readiness of the Work (or specific parts thereof) for all required inspections and tests, and shall cooperate with inspection and testing personnel to facilitate required inspections and tests. B. Owner shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by Owner, except that costs incurred in connection with tests or inspections of covered Work shall be governed by the provisions of Paragraph 14.05. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging, obtaining, and paying for all inspections and tests required: 1. by the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to Owner; 2. to attain Owner’s and Engineer’s acceptance of materials or equipment to be incorporated in the Work; 3. by manufacturers of equipment furnished under the Contract Documents; 4. for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; and 5. for acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections and tests shall be performed by independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to Owner and Engineer. E. If the Contract Documents require the Work (or part thereof) to be approved by Owner, Engineer, or another designated individual or entity, then Contractor shall assume full responsibility for arranging and obtaining such approvals. F. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. Such uncovering shall be at Contractor’s expense unless Contractor had given Engineer timely notice of Contractor’s intention to

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 52 of 65 cover the same and Engineer had not acted with reasonable promptness in response to such notice. 14.03 Defective Work A. Contractor’s Obligation: It is Contractor’s obligation to assure that the Work is not defective. B. Engineer’s Authority: Engineer has the authority to determine whether Work is defective, and to reject defective Work. C. Notice of Defects: Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. D. Correction, or Removal and Replacement: Promptly after receipt of written notice of defective Work, Contractor shall correct all such defective Work, whether or not fabricated, installed, or completed, or, if Engineer has rejected the defective Work, remove it from the Project and replace it with Work that is not defective. E. Preservation of Warranties: When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work. F. Costs and Damages: In addition to its correction, removal, and replacement obligations with respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising out of or relating to defective Work, including but not limited to the cost of the inspection, testing, correction, removal, replacement, or reconstruction of such defective Work, fines levied against Owner by governmental authorities because the Work is defective, and the costs of repair or replacement of work of others resulting from defective Work. Prior to final payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs, losses, and damages resulting from defective Work, then Owner may impose a reasonable set-off against payments due under Article 15. 14.04 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner prefers to accept it, Owner may do so (subject, if such acceptance occurs prior to final payment, to Engineer’s confirmation that such acceptance is in general accord with the design intent and applicable engineering principles, and will not endanger public safety). Contractor shall pay all claims, costs, losses, and damages attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness), and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work shall be incorporated in a Change Order. If the parties are unable to agree as to the decrease in the Contract Price, reflecting the diminished value of Work so accepted, then Owner may impose a reasonable set-off against payments due under Article 15. If the acceptance of defective Work occurs after final payment, Contractor shall pay an appropriate amount to Owner. 14.05 Uncovering Work A. Engineer has the authority to require special inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 53 of 65 B. If any Work is covered contrary to the written request of Engineer, then Contractor shall, if requested by Engineer, uncover such Work for Engineer’s observation, and then replace the covering, all at Contractor’s expense. C. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, then Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, and provide all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall be responsible for all claims, costs, losses, and damages arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and pending Contractor’s full discharge of this responsibility the Owner shall be entitled to impose a reasonable set-off against payments due under Article 15. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, then Contractor may submit a Change Proposal within 30 days of the determination that the Work is not defective. 14.06 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, then Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 14.07 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, then Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 14.07, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees, Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to enable Owner to exercise the rights and remedies under this paragraph. C. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 14.07 will be charged against Contractor as set- offs against payments due under Article 15. Such claims, costs, losses and damages will

ARTICLE 15 – PAYMENTS TO CONTRACTOR; SET-OFFS; COMPLETION; CORRECTION PERIOD

15.01 Progress Payments A. Basis for Progress Payments: The Schedule of Values established as provided in Article 2 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed during the pay period, as determined under the provisions of Paragraph 13.03. Progress payments for cost-based Work will be based on Cost of the Work completed by Contractor during the pay period. B. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens, and evidence that the materials and equipment are covered by appropriate property insurance, a warehouse bond, or other arrangements to protect Owner’s interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. C. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, including each resubmittal, either indicate in writing a recommendation of payment and present the Application to Owner, or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer’s recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer’s observations of the executed Work as an experienced and qualified design professional, and on Engineer’s review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer’s knowledge, information and belief:

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 55 of 65 a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 13.03, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor’s being entitled to such payment appear to have been fulfilled in so far as it is Engineer’s responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer’s review of Contractor’s Work for the purposes of recommending payments nor Engineer’s recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor’s failure to comply with Laws and Regulations applicable to Contractor’s performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the money paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make the representations to Owner stated in Paragraph 15.01.C.2. 6. Engineer will recommend reductions in payment (set-offs) necessary in Engineer’s opinion to protect Owner from loss because: a. the Work is defective, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; or

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 56 of 65 e. Engineer has actual knowledge of the occurrence of any of the events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents. D. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer’s recommendation, the amount recommended (subject to any Owner set-offs) will become due, and when due will be paid by Owner to Contractor. E. Reductions in Payment by Owner: 1. In addition to any reductions in payment (set-offs) recommended by Engineer, Owner is entitled to impose a set-off against payment based on any of the following: a. claims have been made against Owner on account of Contractor’s conduct in the performance or furnishing of the Work, or Owner has incurred costs, losses, or damages on account of Contractor’s conduct in the performance or furnishing of the Work, including but not limited to claims, costs, losses, or damages from workplace injuries, adjacent property damage, non-compliance with Laws and Regulations, and patent infringement; b. Contractor has failed to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site; c. Contractor has failed to provide and maintain required bonds or insurance; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; e. Owner has incurred extra charges or engineering costs related to submittal reviews, evaluations of proposed substitutes, tests and inspections, or return visits to manufacturing or assembly facilities; f. the Work is defective, requiring correction or replacement; g. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; h. the Contract Price has been reduced by Change Orders; i. an event that would constitute a default by Contractor and therefore justify a termination for cause has occurred; j. liquidated damages have accrued as a result of Contractor’s failure to achieve Milestones, Substantial Completion, or final completion of the Work; k. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; l. there are other items entitling Owner to a set off against the amount recommended. 2. If Owner imposes any set-off against payment, whether based on its own knowledge or on the written recommendations of Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and the specific amount of the reduction, and promptly pay Contractor any amount

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 57 of 65 remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, if Contractor remedies the reasons for such action. The reduction imposed shall be binding on Contractor unless it duly submits a Change Proposal contesting the reduction. 3. Upon a subsequent determination that Owner’s refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 15.01.C.1 and subject to interest as provided in the Agreement. 15.02 Contractor’s Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all Liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than seven days after the time of payment by Owner. 15.03 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete and request that Engineer issue a certificate of Substantial Completion. Contractor shall at the same time submit to Owner and Engineer an initial draft of punch list items to be completed or corrected before final payment. B. Promptly after Contractor’s notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a preliminary certificate of Substantial Completion which shall fix the date of Substantial Completion. Engineer shall attach to the certificate a punch list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the preliminary certificate during which to make written objection to Engineer as to any provisions of the certificate or attached punch list. If, after considering the objections to the provisions of the preliminary certificate, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify Contractor in writing that the Work is not substantially complete, stating the reasons therefor. If Owner does not object to the provisions of the certificate, or if despite consideration of Owner’s objections Engineer concludes that the Work is substantially complete, then Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final certificate of Substantial Completion (with a revised punch list of items to be completed or corrected) reflecting such changes from the preliminary certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of receipt of the preliminary certificate of Substantial Completion, Owner and Contractor will confer regarding Owner’s use or occupancy of the Work following Substantial Completion, review the builder’s risk insurance policy with respect to the end of the builder’s risk coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner. Unless Owner and Contractor agree otherwise in writing, Owner shall bear responsibility for security, operation, protection of the Work, property insurance, maintenance, heat, and utilities upon Owner’s use or occupancy of the Work.

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 58 of 65 E. After Substantial Completion the Contractor shall promptly begin work on the punch list of items to be completed or corrected prior to final payment. In appropriate cases Contractor may submit monthly Applications for Payment for completed punch list items, following the progress payment procedures set forth above. F. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the punch list. 15.04 Partial Use or Occupancy A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work, subject to the following conditions: 1. At any time Owner may request in writing that Contractor permit Owner to use or occupy any such part of the Work that Owner believes to be substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 15.03.A through E for that part of the Work. 2. At any time Contractor may notify Owner and Engineer in writing that Contractor considers any such part of the Work substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 15.03 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 6.05 regarding builder’s risk or other property insurance. 15.05 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work, or agreed portion thereof, is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 15.06 Final Payment A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 59 of 65 inspection, annotated record documents (as provided in Paragraph 7.11), and other documents, Contractor may make application for final payment. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents; b. consent of the surety, if any, to final payment; c. satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to Owner free and clear of any Liens or other title defects, or will so pass upon final payment. d. a list of all disputes that Contractor believes are unsettled; and e. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 15.06.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (a) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (b) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien, or Owner at its option may issue joint checks payable to Contractor and specified Subcontractors and Suppliers. B. Engineer’s Review of Application and Acceptance: 1. If, on the basis of Engineer’s observation of the Work during construction and final inspection, and Engineer’s review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor’s other obligations under the Contract have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of final payment and present the Application for Payment to Owner for payment. Such recommendation shall account for any set-offs against payment that are necessary in Engineer’s opinion to protect Owner from loss for the reasons stated above with respect to progress payments. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to the provisions of Paragraph 15.07. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Completion of Work: The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the Engineer’s written recommendation of final payment. D. Payment Becomes Due: Thirty days after the presentation to Owner of the final Application for Payment and accompanying documentation, the amount recommended by Engineer (less any further sum Owner is entitled to set off against Engineer’s recommendation,

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 60 of 65 including but not limited to set-offs for liquidated damages and set-offs allowed under the provisions above with respect to progress payments) will become due and shall be paid by Owner to Contractor. 15.07 Waiver of Claims A. The making of final payment will not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 15.05, from Contractor’s failure to comply with the Contract Documents or the terms of any special guarantees specified therein, from outstanding Claims by Owner, or from Contractor’s continuing obligations under the Contract Documents. B. The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending matters that have been duly submitted or appealed under the provisions of Article 17. 15.08 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents, or by any specific provision of the Contract Documents), any Work is found to be defective, or if the repair of any damages to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas used by Contractor as permitted by Laws and Regulations, is found to be defective, then Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions: 1. correct the defective repairs to the Site or such other adjacent areas; 2. correct such defective Work; 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others, or to other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others). C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications.

D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed.

ARTICLE 16 – SUSPENSION OF WORK AND TERMINATION

16.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by written notice to Contractor and Engineer. Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension. Any Change Proposal seeking such adjustments shall be submitted no later than 30 days after the date fixed for resumption of Work. 16.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will constitute a default by Contractor and justify termination for cause: 1. Contractor’s persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule); 2. Failure of Contractor to perform or otherwise to comply with a material term of the Contract Documents; 3. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; or 4. Contractor’s repeated disregard of the authority of Owner or Engineer. B. If one or more of the events identified in Paragraph 16.02.A occurs, then after giving Contractor (and any surety) ten days written notice that Owner is considering a declaration that Contractor is in default and termination of the contract, Owner may proceed to: 1. declare Contractor to be in default, and give Contractor (and any surety) notice that the Contract is terminated; and 2. enforce the rights available to Owner under any applicable performance bond. C. Subject to the terms and operation of any applicable performance bond, if Owner has terminated the Contract for cause, Owner may exclude Contractor from the Site, take possession of the Work, incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and complete the Work as Owner may deem expedient. D. Owner may not proceed with termination of the Contract under Paragraph 16.02.B if Contractor within seven days of receipt of notice of intent to terminate begins to correct its failure to perform and proceeds diligently to cure such failure. E. If Owner proceeds as provided in Paragraph 16.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds the cost to complete the Work, including all related claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals) sustained by Owner, such excess will be paid to Contractor. If the cost to complete the Work including such related claims, costs, losses,

EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 62 of 65 and damages exceeds such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this paragraph, Owner shall not be required to obtain the lowest price for the Work performed. F. Where Contractor’s services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue, or any rights or remedies of Owner against Contractor or any surety under any payment bond or performance bond. Any retention or payment of money due Contractor by Owner will not release Contractor from liability. G. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 6.01.A, the provisions of that bond shall govern over any inconsistent provisions of Paragraphs 16.02.B and 16.02.D. 16.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. other reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. B. Contractor shall not be paid on account of loss of anticipated overhead, profits, or revenue, or other economic loss arising out of or resulting from such termination. 16.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (1) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (2) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (3) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the contract and recover from Owner payment on the same terms as provided in Paragraph 16.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this paragraph are not intended to preclude Contractor from submitting a Change Proposal for an adjustment in Contract Price or Contract Times or otherwise for

ARTICLE 17 – FINAL RESOLUTION OF DISPUTES

17.01 Methods and Procedures A. Disputes Subject to Final Resolution: The following disputed matters are subject to final resolution under the provisions of this Article: 1. A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full; and 2. Disputes between Owner and Contractor concerning the Work or obligations under the Contract Documents, and arising after final payment has been made. B. Final Resolution of Disputes: For any dispute subject to resolution under this Article, Owner or Contractor may: 1. elect in writing to invoke the dispute resolution process provided for in the Supplementary Conditions; or 2. agree with the other party to submit the dispute to another dispute resolution process; or 3. if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to, give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction.

ARTICLE 18 – MISCELLANEOUS

18.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person, by a commercial courier service or otherwise, to the individual or to a member of the firm or to an officer of the corporation for which it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the sender of the notice. 18.02 Computation of Times A. When any period of time is referred to in the Contract by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 18.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply.

SECTION 00800 SUPPLEMENTARY CONDITIONS ______These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC® C-700 (2013 Edition). All provisions that are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added thereto.

ARTICLE 1 – DEFINITIONS AND TERMINOLOGY

SC-1.01 The following have been modified: Add the following sentence to “4. Bid” “Use of the words Bid and Proposal is interchangeable throughout this Contract.” Add the following sentence to “26. Notice of Award” “When requested by OWNER, the Notice of Award may be issued by the ENGINEER.” Add the following sentence to “27. Notice to Proceed” “When requested by OWNER, the Notice to Proceed may be issued by ENGINEER.” Add the following new defined terms: “49. Product - As used in the Project Manual, includes materials, fabrications, systems and equipment.” “50. Construct - As used in the Project Manual, means to furnish and install, complete and ready for intended use.”

ARTICLE 2 – PRELIMINARY MATTERS

SC-2.01 Delete Paragraph 2.01 B. in its entirety and insert the following in its place: “B. Evidence of Contractor’s Insurance: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner copies of the policies of insurance (including all endorsements, and identification of applicable self-insured retentions and deductibles) required to be provided by Contractor in Article 6. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision.”

SC-2.02 Delete Paragraph 2.02 A. in its entirety and insert the following new paragraph in its place: “A. Owner shall furnish to Contractor four (4) copies of conformed Contract Documents incorporating and integrating all Addenda and any amendments negotiated prior to the Effective Date of the Contract (including one fully executed counterpart of the Agreement). Additional printed copies of the conformed Contract Documents will be furnished upon request at the cost of reproduction.” Add the following immediately after 2.02 B.: “C. Engineer is not custodian of Public Records related to this Project.” SC-2.03 Add the following immediately after 2.03 A.3.: “4. Contractor shall perform no portion of the Work at any time without Contract Documents or, where specified, approved Shop Drawings for such portion of the Work.” ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK SC-4.01 A. Delete in its entirety and substitute in its place: “4.01 Commencement of Contract Times: Notice to Proceed A. The date of commencement of the Work is the date established in a Notice to Proceed. If there is no Notice to Proceed, it shall be the date of the OWNER-CONTRACTOR Agreement or such other date as may be established therein.” SC-4.01 Add the following Paragraph 4.01 B. and C. as follows: “B. Contractor shall perform no portion of the Work at any time without Contract Documents or, where specified, approved Shop Drawings for such portion of the Work. “C. By executing the Contract, Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be performed, and correlated his observations with the requirements of the Contract Documents.” SC-4.02 Add following paragraph: “B. If Contractor does not start actual construction in the field in accordance with his submitted schedule, he may be liable for the cost of Engineer’s Resident Project Representative (RPR) until actual construction commences.”

SC-5.03 Delete Paragraphs 5.03 A. and 5.03 B. in their entirety and insert the following: “A. No reports of explorations or tests of subsurface conditions at or adjacent to the Site, or drawings of physical conditions relating to existing surface or subsurface structures at the Site, are known to Owner. B. Not Used.” SC-5.06 Delete Paragraphs 5.06 A. and 5.06 B. in their entirety and insert the following: “A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner or Engineer. B. Not Used.”

ARTICLE 6 – BONDS AND INSURANCE

SC-6.02 Add the following paragraph immediately after Paragraph 6.02 B.: “1. Contractor may obtain worker’s compensation insurance from an insurance company that has not been rated by A.M. Best, provided that such company (a) is domiciled in the state in which the project is located, (b) is certified or authorized as a worker’s compensation insurance provider by the appropriate state agency, and (c) has been accepted to provide worker’s compensation insurance for similar projects by the state within the last 12 months.” SC-6.02 Delete Paragraph 6.02 D. in its entirety. SC-6.02 Paragraph 6.02 E.: Delete the words “or Contractor” in the paragraph. SC-6.03 Add the following new paragraph immediately after Paragraph 6.03 J.: “K. The limits of liability for the insurance required by Paragraph 6.03 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Workers’ Compensation, and related coverages under Paragraphs 6.03.A.1 and A.2 of the General Conditions:

State: Statutory Federal, if applicable (e.g., Longshoreman’s): Statutory Jones Act coverage, if applicable: Bodily injury by accident, each accident $ N/A Bodily injury by disease, aggregate $ N/A

Bodily injury, each accident $ 100,000 Bodily injury by disease, each employee $ 500,000 Bodily injury/disease aggregate $ 100,000

Foreign voluntary worker compensation Statutory

2. Contractor’s Commercial General Liability under Paragraphs 6.03.B and 6.03.C of the General Conditions:

General Aggregate $ 2,000,000

Products - Completed Operations Aggregate $ 1,000,000

Personal and Advertising Injury $ 1,000,000

Each Occurrence (Bodily Injury and Property Damage) $ 1,000,000

3. Automobile Liability under Paragraph 6.03.D. of the General Conditions:

Bodily Injury: Each person $ 1,000,000 Each accident $ 1,000,000

Property Damage: Each accident $ 100,000 [or] Combined Single Limit of $ 1,000,000

4. Excess or Umbrella Liability (Optional):

Per Occurrence $ 1,000,000 (Min. Limit) General Aggregate $ 1,000,000 (Min. Limit)

Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages, where applicable.

Each Occurrence $ N/A General Aggregate $ N/A

If box is checked, Contractor is not required to provide Contractor’s

Pollution Liability insurance under this Contract

6. Additional Insureds: In addition to Owner and Engineer, include as additional insureds the following: N/A 7. Contractor’s Professional Liability:

Each Claim $ N/A Annual Aggregate $ N/A

SC-6.05 A. Delete Paragraph 6.05 A. of the General Conditions and substitute the following in its place: “Contractor shall provide and maintain installation floater insurance for property under the care, custody, or control of Contractor. The installation floater insurance shall be a broad form or “all risk” policy providing coverage for all materials, supplies, machinery, fixtures, and equipment that will be incorporated into the Work. Coverage under the Contractor’s installation floater will include: 1. any loss to property while in transit, 2. any loss at the Site, and 3. any loss while in storage, both on-site and off-site. Coverage cannot be contingent on an external cause or risk, or limited to property for which the Contractor is legally liable. The Contractor will be solely responsible for any deductible carried under this coverage and claims on materials, supplies, machinery, fixture, and equipment that will be incorporated into the Work while in transit or in storage. This policy will include a waiver of subrogation applicable to Owner, Contractor, Engineer, all Subcontractors, and the officers, directors, partners, employees, agents and other consultants and subcontractors of any of them.”

ARTICLE 7 – CONTRACTOR’S RESPONSIBILITIES

SC-7.02 C. Add the following new paragraph immediately after Paragraph 7.02 B.: “Contractor shall be responsible for the cost of any overtime pay or other expense incurred by the Owner for Engineer’s services (including those of the Resident Project Representative, if any), Owner's representative, and construction observation services, occasioned by the performance of Work on Saturday, Sunday, any legal holiday, or as overtime on any regular work day. If Contractor is responsible but does not pay, or if the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under Article 15.”

ARTICLE 8 – OTHER WORK AT THE SITE

SC-8.04 Add the following new paragraph immediately after Paragraph 8.03 D.: “8.04 Claims Between Contractors: A. Should CONTRACTOR cause damage to the work or property of any other contractor at the Site, or should any claim arising out of CONTRACTOR’s performance of the Work at the Site be made by any other contractor against CONTRACTOR, OWNER or ENGINEER, CONTRACTOR shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute by arbitration or at law. B. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER and the officers, directors, partners, employees, agents and other consultants and subconsultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, fees and charges of engineers, architects, attorneys, and other professionals and court arbitration costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any other contractor against OWNER, ENGINEER or ENGINEER’s

ARTICLE 10 – ENGINEER’S STATUS DURING CONSTRUCTION

SC-10.03 Add the following new paragraphs immediately after Paragraph 10.03.A: B. The Resident Project Representative (RPR) will be Engineer's representative at the Site, will act as directed by and under the supervision of Engineer, and will confer with Engineer regarding RPR's actions. 1. General: RPR's dealings in matters pertaining to the Work in general shall be with Engineer and Contractor. RPR's dealings with Subcontractors shall only be through or with the full knowledge and approval of Contractor. RPR shall generally communicate with Owner only with the knowledge of and under the direction of Engineer. 2. Schedules: Review the progress schedule, schedule of Shop Drawing and Sample submittals, and Schedule of Values prepared by Contractor and consult with Engineer concerning acceptability. 3. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences, and other Project-related meetings, and prepare and circulate copies of minutes thereof. 4. Liaison: a. Serve as Engineer’s liaison with Contractor. Working principally through Contractor’s authorized representative or designee, assist in providing information regarding the provisions and intent of the Contract Documents.

Modified per Mittauer & Associates, Inc. EJCDC® C-800, Supplementary Conditions. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00800-7 Supplementary Conditions b. Assist Engineer in serving as Owner’s liaison with Contractor when Contractor’s operations affect Owner’s on-site operations. c. Assist in obtaining from Owner additional details or information, when required for proper execution of the Work. 5. Interpretation of Contract Documents: Report to Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by Engineer. 6. Shop Drawings and Samples: a. Record date of receipt of Samples and Contractor-approved Shop Drawings. b. Receive Samples which are furnished at the Site by Contractor, and notify Engineer of availability of Samples for examination. c. Advise Engineer and Contractor of the commencement of any portion of the Work requiring a Shop Drawing or Sample submittal for which RPR believes that the submittal has not been approved by Engineer. 7. Modifications: Consider and evaluate Contractor’s suggestions for modifications in Drawings or Specifications and report such suggestions, together with RPR’s recommendations, if any, to Engineer. Transmit to Contractor in writing decisions as issued by Engineer. 8. Review of Work and Rejection of Defective Work: a. Conduct on-site observations of Contractor’s work in progress to assist Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to Engineer whenever RPR believes that any part of Contractor’s work in progress is defective, will not produce a completed Project that conforms generally to the Contract Documents, or will imperil the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise Engineer of that part of work in progress that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 9. Inspections, Tests, and System Start-ups: a. Verify that tests, equipment, and systems start-ups and operating and maintenance training are conducted in the presence of appropriate Owner’s personnel, and that Contractor maintains adequate records thereof. b. Observe, record, and report to Engineer appropriate details relative to the test procedures and systems start-ups.

Modified per Mittauer & Associates, Inc. EJCDC® C-800, Supplementary Conditions. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00800-8 Supplementary Conditions 10. Records: a. Prepare a daily report or keep a diary or log book, recording Contractor’s hours on the Site, Subcontractors present at the Site, weather conditions, data relative to questions of Change Orders, Field Orders, Work Change Directives, or changed conditions, Site visitors, deliveries of equipment or materials, daily activities, decisions, observations in general, and specific observations in more detail as in the case of observing test procedures; and send copies to Engineer. b. Record names, addresses, fax numbers, e-mail addresses, web site locations, and telephone numbers of all Contractors, Subcontractors, and major Suppliers of materials and equipment. c. Maintain records for use in preparing Project documentation. 11. Reports: a. Furnish to Engineer periodic reports as required of progress of the Work and of Contractor’s compliance with the Progress Schedule and schedule of Shop Drawing and Sample submittals. b. Draft and recommend to Engineer proposed Change Orders, Work Change Directives, and Field Orders. Obtain backup material from Contractor. c. Immediately notify Engineer of the occurrence of any Site accidents, emergencies, acts of God endangering the Work, force majeure or delay events, damage to property by fire or other causes, or the discovery of any Constituent of Concern or Hazardous Environmental Condition. 12. Payment Requests: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Engineer, noting particularly the relationship of the payment requested to the Schedule of Values, Work completed, and materials and equipment delivered at the Site but not incorporated in the Work. 13. Certificates, Operation and Maintenance Manuals: During the course of the Work, verify that materials and equipment certificates, operation and maintenance manuals and other data required by the Contract Documents to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to Engineer for review and forwarding to Owner prior to payment for that part of the Work. 14. Completion: a. Participate in Engineer’s visits to the Site to determine Substantial Completion, assist in the determination of Substantial Completion and the preparation of a punch list of items to be completed or corrected. b. Participate in Engineer’s final visit to the Site to determine completion of the Work, in the company of Owner and Contractor, and prepare a

ARTICLE 15 – PAYMENTS TO CONTRACTOR; SET-OFFS; COMPLETION; CORRECTION PERIOD

SC-15.01 D.1. In the first line of Paragraph 15.01.D.1, change “Ten days…” to read “Forty-five days…”.

SC-15.03 B. Add the following new subparagraph to Paragraph 15.03 B.: “1. If some or all of the Work has been determined not to be at a point of Substantial Completion and will require re-inspection or re-testing by Engineer, the cost of such re-inspection or re-testing, including the cost of time, travel and living expenses, shall be paid by Contractor to Owner. If Contractor does not pay, or the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under Article 15.”

ARTICLE 17 – FINAL RESOLUTION OF DISPUTES

SC-17.02 Add the following new paragraph immediately after Paragraph 17.01. “17.02 Mediation and/or Arbitration A. All matters subject to final resolution under this Article will be decided by mediation and/or arbitration in accordance with the rules of the mediation

Modified per Mittauer & Associates, Inc. EJCDC® C-800, Supplementary Conditions. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 0103-24-1 00800-10 Supplementary Conditions and/or arbitration agency mutually agreed upon by Owner and Contractor, subject to the conditions and limitations of this paragraph. This agreement to mediate and/or arbitrate and any other agreement or consent to mediate and/or arbitrate entered into will be specifically enforceable under the prevailing law of any court having jurisdiction. The mediator and/or arbitrator will be mutually agreed upon by both parties. B. The demand for mediation and/or arbitration will be filed in writing with the other party to the Contract and with the selected mediator and/or arbitrator or mediation and/or arbitration provider, and a copy will be sent to Engineer for information. The demand for mediation and/or arbitration will be made within the specific time required in this Article, or if no specified time is applicable within a reasonable time after the matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such matter in question would be barred by the applicable statute of limitations. The demand for mediation and/or arbitration should include specific reference to Paragraph SC-17.02.D below. C. No mediation and/or arbitration arising out of or relating to the Contract shall include by consolidation, joinder, or in any other manner any other individual or entity (including Engineer, and Engineer’s consultants and the officers, directors, partners, agents, employees or consultants of any of them) who is not a party to this Contract unless: 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the mediation and/or arbitration; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the mediation and/or arbitration and which will arise in such proceedings. D. The award rendered by the mediator and/or arbitrator(s) shall be consistent with the agreement of the parties, in writing, and include a concise breakdown of the award, and a written explanation of the award specifically citing the Contract provisions deemed applicable and relied on in making the award. E. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal, subject to provisions of the Laws and Regulations relating to vacating or modifying an arbitral award. F. The fees and expenses of the mediators and/or arbitrators and any mediation and/or arbitration service shall be shared equally by Owner and Contractor.”

SC-17.03 Add the following new paragraph immediately after Paragraph 17.02: “17.03 Attorneys’ Fees: For any matter subject to final resolution under this Article, the prevailing party shall be entitled to an award of its attorneys’ fees incurred in the final resolution proceedings, in an equitable amount to be determined in the discretion of the court, mediator, arbitrator, arbitration panel, or other arbiter of the matter subject to final resolution, taking into account the parties’ initial demand or defense positions in comparison with the final result.”

END OF SECTION

Department of Economic Opportunity - Form SC-66 Community Development Block Grant Program April, 2015 CDBG Supplemental Conditions for Construction Contracts

The supplemental conditions contained in this section are intended to cooperate with, to supplement, and to modify the general conditions and other specifications. In case of disagreement with any other section of this contract, the Supplemental Conditions shall govern.

1. Termination (Cause and Convenience) 2. Access to Records 3. Retention of Records 4. Remedies 5. Environmental Compliance (Clean Air Act and Clean Water Act) 6. Energy Efficiency 7. Special Equal Opportunity Provisions 8. Conflict of Interest 9. Utilization of Minority and Women's Businesses 10. Federal Labor Standards Provisions (Davis-Bacon, Copeland, and Contract Work Hours Act) 11. Guidance to Contractor for Compliance with Labor Standards Provisions 12. E-Verify

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1. Termination (Cause and Convenience)

A. This contract may be terminated in whole or in part in writing by either party in the event of substantial failure by the other party to fulfill its obligations under this contract through no fault of the terminating party, provided that no termination may be effected unless the other party is given:

(1) not less than ten (10) calendar days written notice (delivered by certified mail, return receipt requested) of intent to terminate; and

(2) an opportunity for consultation with the terminating party prior to termination.

B. This contract may be terminated in whole or in part in writing by the local government for its convenience, provided that the other party is afforded the same notice and consultation opportunity specified in l(a) above.

C. If termination for default is effected by the local government, an equitable adjustment in the price for this contract shall be made, but

(1) no amount shall be allowed for anticipated profit on unperformed services or other work, and

(2) any payment due to the contractor at the time of termination may be adjusted to cover any additional costs to the local government because of the contractor's default.

If termination for convenience is effected by the local government, the equitable adjustment shall include a reasonable profit for services or other work performed for which profit has not already been included in an invoice.

0103-24-1 00810-1 CDBG Supplemental Conditions For any termination, the equitable adjustment shall provide for payment to the contractor for services rendered and expenses incurred prior to receipt of the notice of intent to terminate, in addition to termination settlement costs reasonably incurred by the contractor relating to commitments (e.g., suppliers, subcontractors) which had become firm prior to receipt of the notice of intent to terminate.

D. Upon receipt of a termination action under paragraphs (a) or (b) above, the contractor shall (1) promptly discontinue all affected work (unless the notice directs otherwise) and (2) deliver or otherwise make available to the local government all data, drawings, reports specifications, summaries and other such information, as may have been accumulated by the contractor in performing this contract, whether completed or in process.

E. Upon termination, the local government may take over the work and may award another party a contract to complete the work described in this contract.

F. If, after termination for failure of the contractor to fulfill contractual obligations, it is determined that the contractor had not failed to fulfill contractual obligations, the termination shall be deemed to have been for the convenience of the local government. In such event, adjustment of the contract price shall be made as provided in paragraph (c) above.

2. Access to Records

The local government, the Florida Department of Economic Opportunity, the U.S. Department of Housing and Urban Development, the Comptroller General of the United States, the Chief Financial Officer of the State of Florida, the Auditor General of the State of Florida, the Florida Office of Program Policy Analysis and Government Accountability, and any of their duly authorized representatives, shall have access to any books, documents, papers, and records of the contractor which are directly pertinent to this contract for the purpose of making audit, examination, excerpts, and transcriptions.

3. Retention of Records

The contractor shall retain all records relating to this contract for six years after the local government makes final payment and all other pending matters are closed.

4. Remedies

Unless otherwise provided in this contract, all claims, counter-claims, disputes and other matters in question between the local government and the contractor, arising out of or relating to this contract, or the breach of it, will be decided by arbitration, if the parties mutually agree, or in a Florida court of competent jurisdiction.

5. Environmental Compliance

If this contract exceeds $100,000, the contractor shall comply with all applicable standards, orders, or requirements issued under section 306 of the Clean Air Act (42 USC 1857(h), section 508 of the Clean Water Act (33 USC 1368), Executive Order 11738, and U.S. Environmental Protection Agency regulations (40 CFR Part 15). The contractor shall include this clause in any subcontracts over $100,000.

6. Energy Efficiency

The contractor shall comply with any mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (Public Law 94-163).

0103-24-1 00810-2 CDBG Supplemental Conditions 7. Special Equal Opportunity Provisions

A. Activities and Contracts Not Subject to Executive Order 11246, as Amended

(Applicable to Federally assisted construction contracts and related subcontracts $10,000 and under.)

During the performance of this contract, the contractor agrees as follows:

(1) The contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor shall take affirmative action to ensure that applicants for employment are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.

(2) The contractor shall post in conspicuous places, available to employees and applicants for employment, notices to be provided by Contracting Officer seeking forth the provisions of this nondiscrimination clause. The contractor shall state that all qualified applicants be considered without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.

(3) Contractors shall incorporate foregoing requirements in all subcontracts.

B. Executive Order 11246, as Amended (through 2014), Section 202 Equal Opportunity Clause (Applicable to contracts/subcontracts above $10,000)

During the performance of this contract, the contractor agrees as follows:

(1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause.

(2) The contractor will, in all solicitations or advancements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.

(3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information."

0103-24-1 00810-3 CDBG Supplemental Conditions (4) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

(5) The contractor will comply with all provisions of Executive Order No. 11246 of Sept. 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

(6) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

(7) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of Sept. 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

(8) The contractor will include the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction, the contractor may request the United States to enter into such litigation to protect the interests of the United States.

C. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246). (Applicable to contracts/subcontracts exceeding $10,000.)

(1) The Offerer's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein.

(2) The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Female participation: 6.9% (statewide)

Minority participation (See Appendix at CDBG-25 for goals for each county)

These goals are applicable to all Contractor's construction work (whether or not it is federally-assisted) performed in the covered area. If the Contractor performs construction work in a geographic area located outside of the covered area, it shall apply the goals established for such geographic area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non-federally involved construction.

0103-24-1 00810-4 CDBG Supplemental Conditions The Contractor's compliance with Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3 (a), and its efforts to meet the goals established or the geographic area where the contract resulting from his solicitation is to be performed. The hours of minority and female employment or training must be substantially uniform throughout the length of the contract and in each trade the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed.

(3) The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed.

(4) As used in this Notice, and in the contract resulting from the solicitation, the "covered area" is the county in which the contract work is being undertaken.

D. 41 CFR 60-4.3. Equal Opportunity Clauses

(1) The equal opportunity clause published at 41 CFR 60-1.4(a) of this chapter is required to be included in, and is part of, all nonexempt Federal contracts and subcontracts, including construction contracts and subcontracts. The equal opportunity clause published at 41 CFR 60-1.4(b) is required to be included in, and is a part of, all nonexempt federally assisted construction contracts and subcontracts. In addition to the clauses described above, all Federal contracting officers, all applicants and all nonconstruction contractors, as applicable, shall include the specifications set forth in this section in all Federal and federally assisted construction contracts in excess of $10,000 to be performed in geographical areas designated by the Director pursuant to § 60-4.6 of this part and in construction subcontracts in excess of $10,000 necessary in whole or in part to the performance of nonconstruction Federal contracts and subcontracts covered under the Executive order.

Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246).

1. As used in these specifications:

A. "Covered area" means the geographical area described in the solicitation from which this contract resulted;

B. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority;

C. "Employer identification number" means the Federal Social Security number used on the Employer's quarterly Federal Tax Return, U. S. Treasury Department Form 941.

0103-24-1 00810-5 CDBG Supplemental Conditions D. "Minority" includes:

(i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin);

(ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race);

(iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Island); and

(iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification).

2. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted.

3. If the contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables.

4. The contractor shall implement the specific affirmative action standards provided in paragraphs 7.A. through P. of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a federal or federally-assisted construction contract shall apply the minority and female goals established for the geographic area where the contract is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified.

5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto.

0103-24-1 00810-6 CDBG Supplemental Conditions 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period, and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U. S. Department of Labor.

7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:

(a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned to work. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities.

(b) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses.

(c) Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the contractor may have taken.

(d) Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor a minority person or woman sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor's efforts to meet its obligations.

(e) Develop on-the-job training opportunities and/or participate in training programs for the areas which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs, especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled under 7.(b) above.

(f) Disseminate the contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority

0103-24-1 00810-7 CDBG Supplemental Conditions and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.

(g) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with on-site supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.

(h) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business.

(i) Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female recruitment students and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process.

(j) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a contractor's work force.

(k) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR 60-3.

(l) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities.

(m) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out.

(n) Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.

(o) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations.

0103-24-1 00810-8 CDBG Supplemental Conditions (p) Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractor's EEO policies and affirmative action obligations.

8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 7.(a) through (p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7.(a) through (p) of these specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance.

9. A single goal for minorities and separate single goal for women have been established. The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).

10. The contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin.

11. The contractor shall not enter into any subcontract with any person or firm debarred from government contracts pursuant to Executive Order 11246.

12. The contractor shall carry out sections and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended.

13. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensively as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its effort to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8.

14. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee, the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily

0103-24-1 00810-9 CDBG Supplemental Conditions understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records.

15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance and upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).

E. Certification of Non-Segregated Facilities (Contracts over $10,000)

The contractor does not maintain or provide for its employees any segregated facilities at any of its establishments, and does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The contractor certifies further that it will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it will not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract.

As used in this certification, "segregated facilities" mean any waiting rooms, work areas, rest rooms and wash rooms, restaurants, and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise.

The contractor further agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) it will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause; that it will retain such certifications in its files; and that it will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical certifications for specific time periods).

F. Civil Rights Act of 1964

Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance.

G. Section 109 of the Housing and Community Development Act of 1974

No person in the United States shall on the grounds of race, color, national original, religion or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title.

H. "Section 3" Compliance in the Provision of Training, Employment and Business Opportunities

(1) The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 USC 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD- assisted projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.

0103-24-1 00810-10 CDBG Supplemental Conditions (2) The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations.

(3) The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin.

(4) The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR Part 135.

(5) The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR Part 135.

(6) Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.

(7) With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act (25 USC 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b).

I. Section 503 Handicapped (Contracts $2,500 or more)

(1) The Contractor will not discriminate against any employee or applicant for employment because of physical or mental handicap in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affirmative action to employ, advance in employment and otherwise treat qualified handicapped individuals without discrimination based upon their physical or mental handicap in all employment practices such as the following: employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship.

(2) The Contractor agrees to comply with the rules, regulations and relevant orders of the Secretary of Labor issued pursuant to the Act.

0103-24-1 00810-11 CDBG Supplemental Conditions (3) In the event of the Contractor's noncompliance with the requirements of this clause, actions for noncompliance may be taken in accordance with the rules, regulations, and relevant orders of the Secretary of Labor issued pursuant to the Act.

(4) The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices in a form to be prescribed by the Director, provided by or through the contracting officer. Such notices shall state the Contractor's obligation under the law to take affirmative action to employ and advance in employment qualified handicapped employees and applicants for employment, and the rights of applicants and employees.

(5) The contractor will notify each labor union or representative of workers with which it has a collective bargaining agreement or their contract understanding, that the contractor is bound by the terms of Section 503 of the Rehabilitation Act of 1973, and is committed to take affirmative action to employ and advance in employment physically and mentally handicapped individuals.

(6) The contractor will include the provisions of this clause in every subcontract or purchase order of $2,500 or more unless exempted by rules, regulations, or orders of the Secretary issued pursuant to Section 503 of the Act, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the Director of the Office of Federal Contract Compliance Programs may direct to enforce such provisions, including action for noncompliance.

J. Age Discrimination in Employment Act of 1967, as Amended

It shall be unlawful for an employer-

(1) to fail or refuse to hire or to discharge any individual or otherwise discriminate against any individual with respect to his compensation, terms, conditions, or privileges of employment, because of such individual's age;

(2) to limit, segregate, or classify his employees in any way which would deprive or tend to deprive any individual of employment opportunities or otherwise adversely affect his status as an employee, because of such individual's age; or

(3) to reduce the wage rate of any employee in order to comply with this chapter.

K. Title II of the Genetic Information Nondiscrimination Act of 2008 (GINA)

(1) Under Title II of the Genetic Information Nondiscrimination Act, it is illegal to discriminate against employees or applicants because of genetic information. Employers are prohibited from using genetic information in making employment decisions. GINA restricts employers and other entities covered by Title II (employment agencies, labor organizations and joint labor-management training and apprenticeship programs - referred to as "covered entities") from requesting, requiring or purchasing genetic information, and strictly limits the disclosure of genetic information.

The law forbids discrimination on the basis of genetic information when it comes to any aspect of employment, including hiring, firing, pay, job assignments, promotions, layoffs, training, fringe benefits, or any other term or condition of employment.

(2) "Genetic information" includes information about an individual's genetic tests and the genetic tests of an individual's family members, as well as information about the manifestation of a disease or disorder in an individual's family members (i.e. family medical history). Family medical history is included in the definition of genetic information because it is often used to determine whether someone has an increased risk of getting a disease, disorder, or condition in the future.

0103-24-1 00810-12 CDBG Supplemental Conditions 8. Conflict of Interest of Officers or Employees of the Local Jurisdiction, Members of the Local Governing Body, or Other Public Officials

No officer or employee of the local jurisdiction or its designees or agents, no member of the governing body, and no other public official of the locality who exercises any function or responsibility with respect to this contract, during his/her tenure or for one year thereafter, shall have any interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work to be performed. Further, the contractor shall cause to be incorporated in all subcontracts the language set forth in this paragraph prohibiting conflict of interest.

9. Utilization of Minority and Women Firms (M/WBE)

The contractor shall take all necessary affirmative steps to assure that M/WBE firms are utilized when possible as suppliers and/or subcontractors, as applicable. Prior to contract award, the contractor shall document efforts to utilize M/WBE firms, including identifying what firms were solicited as suppliers and/or subcontractors, as applicable. Information regarding certified M/WBE firms can be obtained from:

< Florida Department of Management Services, Office of Supplier Diversity,

< Florida Department of Transportation (construction services, particularly highway),

< Minority Business Development Center in most major cities, and

< Local government M/WBE programs in many large counties and cities.

A firm recognized as an M/WBE by any of the above agencies is acceptable for the CDBG program.

10. Federal Labor Standards Provisions

(Davis-Bacon Act, Copeland Act, and Contract Works Hours & Safety Standards Act) The Project to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance.

A. (1)(a) Minimum Wages. All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis- Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period.

Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually

0103-24-1 00810-13 CDBG Supplemental Conditions worked therein; provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers.

(b) (i) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits; therefore, only when the following criteria have been met:

(1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and

(2) The classification is utilized in the area by the construction industry; and

(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.

(ii) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, employment Standards Administration, U. S. Department of Labor, Washington, D. C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.)

(iii) In the event that the Contractor, the laborers or mechanics to be employed in the Classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designed for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that the additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.)

(iv) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (b)(ii) or (iii) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.

(c) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof.

0103-24-1 00810-14 CDBG Supplemental Conditions (d) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program. Provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.)

(2) Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the contract, HUD, or its designee may, after written notice to the contractor, sponsor, applicant, or owners, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts.

(3)(a) Payrolls and Basic Records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017).

(b) (i) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant, sponsor, or owners, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR Part 5.5(a)(3)(I). This information may be submitted in any

0103-24-1 00810-15 CDBG Supplemental Conditions form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U. S. Government Printing Office, Washington, DC 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149).

(ii) Each payroll submitted shall be accompanied by a "Statement of Compliance", signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:

(1) That the payroll for the payroll period contains the information required to be maintained under 29 CFR Part 5.5 (a)(3)(I) and that such information is correct and complete;

(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3;

(3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract.

(iii) The weekly submission of a properly executed certification set forth on the reverse side of Option Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph A(3)(b)(ii) of this section.

(iv) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code.

(c) The contractor or subcontractor shall make the records required under paragraph A(3)(a) of this section available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request to make such records available may be grounds for debarment action pursuant to 29 CFR Part 5.12.

(4)(a) Apprentices and Trainees.

(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U. S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft

0103-24-1 00810-16 CDBG Supplemental Conditions classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program, shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with the determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.

(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U. S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program the contract will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved.

(iii) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.

0103-24-1 00810-17 CDBG Supplemental Conditions (5) Compliance with Copeland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract.

(6) Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contract shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR Part 5.5.

(7) Contract Termination, Debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.

(8) Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis- Bacon and Related Acts contained in 29 CFR Parts 1, 3 and 5 are herein incorporated by referenced in this contract.

(9) Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U. S. Department of Labor (USDOL)set forth in 29 CFR Parts 5, 6 and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the USDOL, or the employees or their representatives.

(10) (a) Certification of Eligibility. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.

(b) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.

(c) The penalty for making false statements is prescribed in the U. S. Criminal Code, 18 USC 1001. Additionally, U.S. Criminal Code, Section 1010, Title 18, USC, "Federal Housing Administration transactions", provides in part "Whoever, for the purpose of ... influencing in any way the action of such Administration ... makes, utters or publishes any statement, knowing the same to be false ... shall be fined not more than $5,000 or imprisoned not more than two years, or both."

(11) Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this contract are applicable shall be discharged or in any other manner discriminated against by the contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this contract to his employer.

B. Contract Work Hours and Safety Standards Act. As used in the paragraph, the terms "laborers" and "mechanics" include watchmen and guards.

(1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives 0103-24-1 00810-18 CDBG Supplemental Conditions compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.

(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in subparagraph (1) of this paragraph.

(3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act , which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph.

(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph.

C. Health and Safety

(1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.

(2) The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 (formerly part 1518) and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act (Public Law 91-54.83 State 96).

(3) The contractor shall include the provisions of this Article in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.

11. Guidance to Contractor for Compliance with Labor Standards Provisions

A. Contracts with Two Wage Decisions

If the contract includes two wage decisions, the contractor, and each subcontractor who works on the site, must submit either two separate payrolls (one for each wage decision) or one payroll which identifies each worker twice and the hours worked under each wage decision. One single payroll, reflecting each worker once, may be submitted provided the Contractor uses the higher rate in the wage decisions for each identical job classification. However, where a job classification is not listed in a wage decision and is needed for that portion of the work, the classification must be added to the wage decision. A worker 0103-24-1 00810-19 CDBG Supplemental Conditions may not be paid at the rate for a classification using the hourly rate for that same classification in another wage decision. After the additional classification is approved, the contractor may pay the higher of the two rates and submit one payroll, if desired.

B. Complying with Minimum Hourly Amounts

(1) The minimum hourly amount due to a worker in each classification is the total of the amounts in the "Rates" and "Fringe Benefits" (if any) columns of the applicable wage decision.

(2) The contractor may satisfy this minimum hourly amount by any combination of cash and bona fide fringe benefits, regardless of the individual amounts reflected in the "Rates" and "Fringe Benefits" columns.

(3) A contractor payment for a worker which is required by law is not a fringe benefit in meeting the minimum hourly amount due under the applicable wage decision. For example, contractor payments for FICA or unemployment insurance are not a fringe benefit; however, contractor payments for health insurance or retirement are a fringe benefit. Generally, a fringe benefit is bona fide if (a) it is available to most workers and (b) involves payments to a third party.

(4) The hourly value of the fringe benefit is calculated by dividing the contractor's annual cost (excluding any amount contributed by the worker) for the fringe benefit by 2080. Therefore, for workers with overtime, an additional payment may be required to meet the minimum hourly wages since generally fringe benefits have no value for any time worked over 40 hours weekly. (If a worker is paid more than the minimum rates required by the wage decision, this should not be a problem. As long as the total wages received by a worker for straight time equals the hours worked times the minimum hourly rate in the wage decision, the requirement of the Davis-Bacon and Related Acts has been satisfied.)

C. Overtime

For any project work over 40 hours weekly, a worker generally must be paid 150% of the actual hourly cash rate received, not the minimum required by the wage decision. (The Davis-Bacon and related acts only establish minimum rates and does not address overtime; the Contract Work Hours Act contains the overtime requirement and uses "basic rate of pay" as the base for calculation, not the minimum rates established by the Davis-Bacon and related acts.)

D. Deductions

Workers who have deductions, not required by law, from their pay must authorize these deductions in writing. The authorization must identify the purpose of each deduction and the amount, which may be a specific dollar amount or a percentage. A copy of the authorization must be submitted with the first payroll containing the deduction. If deducted amounts increase, another authorization must be submitted. If deducted amounts decrease, no revision to the original authorization is needed. Court-ordered deductions, such as child support, may be identified by the responsible payroll person in a separate document. This document should identify the worker, the amount deducted and the purpose. A copy of the court order should be submitted.

0103-24-1 00810-20 CDBG Supplemental Conditions E. Classifications Not Included in the Wage Decision

If a classification not in the wage decision is required, please advise the owner's representative in writing and identify the job classification(s) required. In some instances, the State agency may allow the use of a similar classification in the wage decision.

Otherwise, the contractor and affected workers must agree on a minimum rate, which cannot be lower than the lowest rate for any trade in the wage decision. Laborers (including any subcategory of the laborer classification) and truck drivers are not considered a trade for this purpose. If the classification involves a power equipment operator, the minimum cannot be lower than the lowest rate for any power equipment operator in the wage decision. The owner will provide forms to document agreement on the minimum rate by the affected workers and contractor.

The USDOL must approve the proposed classification and rate. The contractor may pay the proposed rate until the USDOL makes a determination. Should the USDOL require a higher rate, the contractor must make wage restitution to the affected worker(s) for all hours worked under the proposed rate.

F. Supervisory Personnel

Foremen and other supervisory personnel who spend at least 80% of their time supervising workers are not covered by the Davis-Bacon and Related Acts. Therefore, a wage decision will not include such supervisory classifications and their wages are not subject to any minimums under the Davis-Bacon and Related Act or overtime payments under the Contract Work Hours and Safety Standards Act. However, foremen and other supervisory personnel who spend less than 80% of their time engaged in supervisory activities are considered workers/mechanics for the time spent engaged in manual labor and must be paid at least the minimum in the wage decision for the appropriate classification(s) based on the work performed.

G. Sole Proprietorships/Independent Contractors/Leased Workers

The nature of the relationship between a prime contractor and a worker does not affect the requirement to comply with the labor standards provisions of this contract. The applicability of the labor standards provisions is based on the nature of the work performed.

If the work performed is primarily manual in nature, the worker is subject to the labor standards provisions in this contract. For example, if John Smith is the owner of ABC Plumbing and performs all plumbing work himself, then Mr. Smith is subject to the labor standards provisions, including minimum wages and overtime. His status as "owner" is irrelevant for labor standards purposes.

If a worker meets the IRS standards for being an independent contractor, and is employed as such, this means that the worker must submit a separate payroll as a subcontractor rather than be included on some other payroll. The worker is still subject to the labor standards provisions in this contract, including minimum wages and overtime.

If a contractor or subcontractor leases its workers, they are subject to the labor standards provisions in this contract, including minimum wages and overtime. The leasing firm must submit payrolls and these payrolls must reflect information required to determine compliance with the labor standards provisions of this contract, including a classification for each worker based on the nature of the work performed, number of regular hours worked, and number of overtime hours worked.

0103-24-1 00810-21 CDBG Supplemental Conditions H. Apprentices/Helpers

A worker may be classified as an apprentice only if participating in a federal or state program. Documentation of participation must be submitted. Generally, the apprentice program specifies that the apprentice will be compensated at a percentage of the journeyman rate. For Davis-Bacon Act purposes, the hourly rate cannot be lower than the percentage of the hourly rate for the classification in the applicable wage decision.

If the worker does not participate in a federal or state apprentice program, then the worker must be classified according to duties performed. This procedure may require classification in the "trade" depending on tools used, or as a laborer if specialized tools of the trade are not used. The contractor may want to consult with the Wage and Hour Division of the U.S. Department of Labor located in most large cities regarding the appropriate classification.

Presently, no worker may be classified as a "helper". As with apprentices not participating in a formal apprentice program, the worker must be classified according to duties performed and tools used.

12. E-Verify

Contractors and subcontractors performing work funded by CDBG subgrants are required to enroll in the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees that they hire during the term of their contracts under Executive Order 11-116, signed by the Governor of Florida on May 27, 2011.

(a) E-Verify is an Internet-based system that allows businesses to determine the eligibility of their employees to work in the United States. A contractor or subcontractor that has not signed up for E-Verify and executed a memorandum of understanding with the Department of Homeland Security can enroll in the E-Verify system on the Department of Homeland Security's website listed below:

http://www.uscis.gov/e-verify/e-verify-enrollment-page

(b) Contractors and subcontractors shall enroll in the E-Verify system prior to hiring any new employee after the effective date of their contracts to perform work on CDBG-funded projects. The address for obtaining an Employer Memorandum of Understanding is:

http://www.uscis.gov/sites/default/files/USCIS/Verification/E-Verify/E-Verify_Native_Documents/ MOU_for_E-Verify_Employer.pdf

(c) The Department of Homeland Security offers tutorials and other assistance at the web address below: http://www.uscis.gov/e-verify/you-start

0103-24-1 00810-22 CDBG Supplemental Conditions Appendix Minority Participation Goals

These are the goals, by county, for meeting the minority participation portion of Section 7-B(2)(b) of the CDBG Supplemental Conditions. These are contractor workforce goals, not goals for subcontracting to minority and women firms. Solicitation of minority and women firms as subcontractors is a separate federal requirement which the contractor must document compliance with.

Tampa-St. Petersburg Area Percentage Hillsborough, Pinellas, Pasco ...... 17.9 Charlotte, Citrus, Collier, DeSoto, ...... 17.1 Hardee, Hernando, & Highlands (all seven counties) Lee...... 15.3 Manatee...... 15.9 Polk...... 18.0 Sarasota...... 10.5

Tallahassee Area Leon, Wakulla...... 24.3 Calhoun, Franklin, Gadsden, Jackson, ...... 29.5 Jefferson, Liberty, Madison, & Taylor (all eight counties)

Pensacola - Panama City Area Bay...... 14.1 Escambia, Santa Rosa ...... 18.3 Gulf, Holmes, Okaloosa,...... 15.4 Walton, & Washington (all five counties)

Jacksonville Area Alachua...... 20.6 Baker, Clay, Duval, Nassau, & St. Johns ...... 21.8 Bradford, Columbia, Dixie, Gilchrist...... 22.2 Hamilton, Lafayette, Levy, Marion, Putnam, Suwannee, & Union (all 11 counties)

Orlando - Daytona Beach Area Percentage Volusia...... 15.7 Brevard...... 10.7 Orange, Osceola, & Seminole (all three counties) ...... 15.5 Flagler, Lake, & Sumter (all three counties)...... 14.9

Miami - Fort Lauderdale Area Dade...... 39.5 Broward...... 15.5 Palm Beach ...... 22.4 Glades, Hendry, Indian River, Monroe,...... 30.4 Okeechobee, Martin, & St. Lucie (all seven counties)

0103-24-1 00810-23 CDBG Supplemental Conditions DAVIS-BACON WAGE DECISION 11/15/2019 beta.SAM.gov

"General Decision Number: FL20190101 08/30/2019

Superseded General Decision Number: FL20180144

State: Florida

Construction Type: Heavy

Counties: De Soto, Hardee, Hendry and Okeechobee Counties in

Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage

of $10.60 for calendar year 2019 applies to all contracts

subject to the Davis-Bacon Act for which the contract is

awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor

must pay all workers in any classification listed on this wage

determination at least $10.60 per hour (or the applicable wage

rate listed on this wage determination, if it is higher) for

all hours spent performing on the contract in calendar year

2019. If this contract is covered by the EO and a

classification considered necessary for performance of work on

the contract does not appear on this wage determination, the

contractor must pay workers in that classification at least the

wage rate determined through the conformance process set forth https://beta.sam.gov/wage-determination/FL20190101/1/document 1/8 11/15/2019 beta.SAM.gov

in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is

higher than the conformed wage rate). The EO minimum wage rate

will be adjusted annually. Please note that this EO applies to

the above-mentioned types of contracts entered into by the

federal government that are subject to the Davis-Bacon Act

itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor

requirements and worker protections under the EO is available

at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/04/2019

1 08/30/2019

* PAIN0088-009 08/01/2019

DE SOTO AND HARDEE COUNTIES

Rates Fringes

PAINTER: Brush and Spray...... $ 20.21 11.28

------

PAIN0452-010 08/01/2014

HENDRY AND OKEECHOBEE COUNTIES

Rates Fringes

PAINTER: Brush and Spray...... $ 19.50 8.83

------

SUFL2009-140 06/24/2009 https://beta.sam.gov/wage-determination/FL20190101/1/document 2/8 11/15/2019 beta.SAM.gov

Rates Fringes

LABORER: Common or General...... $ 9.34 1.85

LABORER: Pipelayer...... $ 11.58 0.00

OPERATOR: Backhoe/Excavator.....$ 12.25 1.33

OPERATOR: Bulldozer...... $ 13.30 1.92

OPERATOR: Loader...... $ 14.13 1.94

TRUCK DRIVER: Distributor,

Dump, Lowboy and Tandem...... $ 14.00 0.00

------

WELDERS - Receive rate prescribed for craft performing

operation to which welding is incidental.

======

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave

for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any

solicitation was issued) on or after January 1, 2017. If this

contract is covered by the EO, the contractor must provide

employees with 1 hour of paid sick leave for every 30 hours

they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their

own illness, injury or other health-related needs, including

preventive care; to assist a family member (or person who is

like family to the employee) who is ill, injured, or has other https://beta.sam.gov/wage-determination/FL20190101/1/document 3/8 11/15/2019 beta.SAM.gov

health-related needs, including preventive care; or for reasons

resulting from, or to assist a family member (or person who is

like family to the employee) who is a victim of, domestic

violence, sexual assault, or stalking. Additional information

on contractor requirements and worker protections under the EO

is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within

the scope of the classifications listed may be added after

award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

------

The body of each wage determination lists the classification

and wage rates that have been found to be prevailing for the

cited type(s) of construction in the area covered by the wage

determination. The classifications are listed in alphabetical

order of ""identifiers"" that indicate whether the particular

rate is a union rate (current union negotiated rate for local),

a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed

in dotted lines beginning with characters other than ""SU"" or

""UAVG"" denotes that the union classification and rate were

prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of

the union which prevailed in the survey for this https://beta.sam.gov/wage-determination/FL20190101/1/document 4/8 11/15/2019 beta.SAM.gov

classification, which in this example would be Plumbers. 0198

indicates the local union number or district council number

where applicable, i.e., Plumbers Local 0198. The next number,

005 in the example, is an internal number used in processing

the wage determination. 07/01/2014 is the effective date of the

most current negotiated rate, which in this example is July 1,

2014.

Union prevailing wage rates are updated to reflect all rate

changes in the collective bargaining agreement (CBA) governing

this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that

no one rate prevailed for this classification in the survey and

the published rate is derived by computing a weighted average

rate based on all the rates reported in the survey for that

classification. As this weighted average rate includes all

rates reported in the survey, it may include both union and

non-union rates. Example: SULA2012-007 5/13/2014. SU indicates

the rates are survey rates based on a weighted average

calculation of rates and are not majority rates. LA indicates

the State of Louisiana. 2012 is the year of survey on which

these classifications and rates are based. The next number, 007

in the example, is an internal number used in producing the

wage determination. 5/13/2014 indicates the survey completion

date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a

new survey is conducted.

Union Average Rate Identifiers https://beta.sam.gov/wage-determination/FL20190101/1/document 5/8 11/15/2019 beta.SAM.gov

Classification(s) listed under the UAVG identifier indicate

that no single majority rate prevailed for those

classifications; however, 100% of the data reported for the

classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union

average rate. OH indicates the state. The next number, 0010 in

the example, is an internal number used in producing the wage

determination. 08/29/2014 indicates the survey completion date

for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of

each year, to reflect a weighted average of the current

negotiated/CBA rate of the union locals from which the rate is

based.

------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can

be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on

a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests

for summaries of surveys, should be with the Wage and Hour https://beta.sam.gov/wage-determination/FL20190101/1/document 6/8 11/15/2019 beta.SAM.gov

Regional Office for the area in which the survey was conducted

because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial

contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal

process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an

interested party (those affected by the action) can request

review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the

interested party's position and by any information (wage

payment data, project description, area practice material,

etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an

interested party may appeal directly to the Administrative https://beta.sam.gov/wage-determination/FL20190101/1/document 7/8 11/15/2019 beta.SAM.gov

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

======

END OF GENERAL DECISION"

https://beta.sam.gov/wage-determination/FL20190101/1/document 8/8 MBE/WBE VENDORS REPORT MBE/WBE VENDORS REPORT CDBG 19 NR Water System Improvements & Lift Station Rehabilitation CDBG Contract No. 19DB-ON-07-35-02-N13 Town of Zolfo Springs, Florida November 2019

NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE HARDEE Airboat Addicts, Inc. Byron Waters 1508 Altman Road Wauchula FL 33873 Hardee [email protected] 863-781-3886 Hardee County Disposal, Inc. Sophia Bonjokian P.O. Box 606 Wauchula FL 33873 Hardee [email protected] 863-773-6079 L & J Landscaping or Harvesting Elinda Reyna 701 S FL AVENUE WAUCHULA FL 33873 Hardee [email protected] 863-781-6011 WD Environmental Inc. Charlotte Terrell 1013 Briarwood Drive Wauchula FL 33873 Hardee [email protected] 863-781-6971 DESOTO COUNTY Becerra Construction of Central Florida, Inc. Joseph Becerra 4706 N.W. Hwy 72 Arcadia FL 34266 DeSoto [email protected] 863-990-0852 Construction Consultants Plus Inc JOY REARDON 12538 SW Kingsway Circle Lake Suzy FL 34269 DeSoto [email protected] 863-381-2170 HIGHLANDS COUNTY Chuck Westberry Electrical Contractor, Inc. Chuck Westberry 102 Moon Ranch Rd. Sebring FL 33870 Highlands [email protected] 863-385-9501 Gray Dog Publishing Casey Hartt 3200 US 27 South Sebring FL 33870 Highlands [email protected] 863-640-1743 PRECISION AUTO BODY, INC. Tracy Vega 734 CR 621 E LAKE PLACID FL 33852 Highlands [email protected] 863-465-1713 QUEST CONSTRUCTION AND PROPERTY MANAGvinroy vassell 2793 West Stryker Road Avon Park FL 33825 Highlands [email protected] 8632739985 ROBCOR CONTRACTING, LLC CORRIE FORMAN 125 LONGWOOD ROAD SEBRING FL 33870 Highlands [email protected] 863-443-0147 The Alarm Company of Okeechobee, Inc. Phyllis Shumate 3121 Lakeview Drive Sebring FL 33870 Highlands [email protected] 863-801-7606 The Carol Group Inc. Carol Howard 208 Dal Hall Blvd Lake Placid FL 33852 Highlands [email protected] 941-662-0184 TOMO Construction, LLC Merideth Wohl 3321 US HWY 27 South Sebring FL 33870 Highlands [email protected] 863-402-2404 MANATEE COUNTY 1 STOP LEDS & SAFETY, LLC Fidencio Ibarra Jr 6223 29th St E Bradenton FL 34203 Manatee [email protected] 941-374-9818 2025 Whitfield LLC Dana Moise 2025 Whitfield Park Loop Sarasota FL 34243 Manatee [email protected] 941-727-8300 AEG Group, LLC Wenston DeSue 1006 2nd Street West Bradenton FL 34205 Manatee [email protected] 941-888-0079 All Steel Consultants, Inc. Deborah George 714 A 17th Street East Palmetto FL 34221 Manatee [email protected] 941-727-1444 Alvin K. Brown PA Alvin Brown 1001 Third Avenue West Bradenton FL 34205 Manatee [email protected] 941-953-2825 American Laboratory Supply LLC Phil Ho Shue 14702 7th Avenue East Bradenton FL 34212 Manatee [email protected] 941-745-1776 Angie Brewer & Associates, L.C. Spring Wishart 9080 58th Drive East Bradenton FL 34202 Manatee [email protected] 941-757-4300 Apex-Studio Suarez, P.A. Javier Suarez 5959 48th Street East Bradenton FL 34203-6309 Manatee [email protected] 941-753-8822 Around The Way LLC Katrina Bing 5121 22nd St Ct East Bradenton FL 34203 Manatee [email protected] 941-545-4924 AssenTerra, Inc. Liz Foeller 2002 Riverside Drive Bradenton FL 34208 Manatee [email protected] 941-773-7621 B&E Signal and Lighting, Inc Nisa Masila 6447 33rd St E Sarasota FL 34243 Manatee [email protected] 941-758-3594 Benchmark EnviroAnalytical Annah Jensen 1711 12th St. E. Palmetto FL 34221 Manatee [email protected] 941-723-9986 Benchmark EnviroAnalytical, Inc. Katharine Dixon 1711 12th Street East Palmetto FL 34221 Manatee [email protected] 941-723-9986 Care Bridge International Inc. Deborah Watkins 9040 Town Center Parkway Lakewood Ranch FL 34202 Manatee [email protected] 941-564-7575 Cheaves Masonry & Construction, Inc Richard Cheaves 2301 9th St East Bradenton FL 34208 Manatee [email protected] 941-737-3784 Cheaves Masonry & Construction, Inc. Richard Cheaves, Sr 1450 29th St E Palmetto FL 34221 Manatee [email protected] 941-737-3784 Dependable Janitorial Nora Osten 16 Shady Lane PALMETTO FL 34221 Manatee [email protected] 305-248-0826 DISEGNO LLC Debra Giaconia 6433 Pine Breeze Run Sarasota FL 34243 Manatee [email protected] 941-209-9219 DMX Trucking, Inc Kenny Brown 1349 33rd St E Palmetto FL 34221 Manatee [email protected] 941-447-9266 Earths Stock, LLC Reginald S. Mervin 10219 57th Ct E parrish FL 34219 Manatee [email protected] 941-779-3590 Engineering Visions, Inc Laura Andrews 3056 University Parkway Sarasota FL 34243 Manatee [email protected] 941-355-0000 Executive Reporting Service DIANE EMERY Com Center 70 Bradenton FL 34202 Manatee [email protected] 727-823-4155 FBS Business Systems, LLC William Wells 4611 4th Ave Dr E Bradenton FL 34208-8459 Manatee [email protected] 813-884-0414 Florida Pipette Calibrations Debbie Martella 21910 Deer Pointe Xing Bradenton FL 34202 Manatee [email protected] 866-357-4738 Florida State Roofing And Construction Inc. Deana Childers 2917 56th Pl E Bradenton FL 34203 Manatee [email protected] 941-379-2501 Forristall Enterprises, Inc. mary forristall 2712 63rd Ave East Bradenton FL 34203 Manatee [email protected] 941-729-8150 ______0103-24-1 Page 1 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Freedom Bus Source LLC Susan Gould 5107 Lena Rd. Bradenton FL 34211 Manatee [email protected] 941-809-6287 Gilliam Construction LLC LaTora Gilliam 1712 B 28th St Ct E Palmetto FL 34221 Manatee [email protected] 941-723-8979 Grade Services Incorporated ROGER ALVAREZ 10415 US Hwy 41 N Palmetto FL 34221 Manatee [email protected] 941-650-7580 GRATEFUL SEVENTEENS LLC Patricia Jacobs 5007 BEACON RD PALMETTO FL 34221-9751 Manatee [email protected] 941-780-3972 Hercules Repair Services, Inc Charles Villemaire 612 64th St Ct E Palmetto FL 34221 Manatee [email protected] 863-287-6650 Hough Engineering, Inc. Marla Hough 1771 Manatee Avenue W. Bradenton FL 34205 Manatee [email protected] 941-747-4838 Hyatt Survey Services, Inc. Pamela Hyatt 2012 Lena Rd. Bradenton FL 34211 Manatee [email protected] 941-748-4693 Innovation Design & Consulting Engineers Sandra Patterson 4406 Turnberry CT. Bradenton FL 34210 Manatee [email protected] 941-504-9537 J M J Hauling Inc Maniram Bachu 13810 golf course road parrish FL 34219 Manatee [email protected] 917-544-9741 King HR Services Inc DeAnna King 9040 Town Center Pkwy Lakewood Ranch FL 34202 Manatee [email protected] 941-518-9679 L.A.G. Hauling Inc. LUIS A. GONZALEZ pob21246 bradenton FL 34204 Manatee [email protected] 941-238-7786 LEN'S ROOFING, INC. April Dacas P.O. BOX 20756 BRADENTON FL 34204 Manatee [email protected] 941-896-7897 Limitless Investigative Solutions, L.L.C. Miguel Caraballo P. O. Box 20104 Bradenton FL 34204 Manatee [email protected] 678-458-8538 Lisa M. Davis, L.L.C. Lisa Davis 351 6th Avenue West Bradenton FL 34205 Manatee [email protected] 941-737-8897 Master Maintenance Alicia Carter PO Box 1011 Bradenton FL 34206 Manatee [email protected] 941-504-8854 Med-Quest Transit LLC marcus galloway 5863 28th lane E bradenton FL 34203 Manatee [email protected] 941-822-2932 Mercedes Medical Carol Anziano 7590 Commerce Ct Sarasota FL 34243 Manatee [email protected] 941-355-3333 Mercedes Medical LLC Misty McWhorter 12210 Rangeland Parkway Lakewood Ranch FL 34211 Manatee [email protected] 941-355-3333 Moore 2 Design, LLC Victoria Moore 706 Riverside Drive Palmetto FL 34221 Manatee [email protected] 941-729-1229 Neton, Inc. Neil Sutton 7282 55th ave east PMB 172 bradenton FL 34203 Manatee [email protected] 941-799-7777 O'Neal Surveying & Mapping, Inc. Mary O'Neal 6400 Manatee Avenue W Bradenton FL 34209 Manatee [email protected] 850-270-2138 ODwyer Technical Services LLC Joseph O'Dwyer 3417 72nd Drive East Sarasota FL 34243 Manatee [email protected] 916-616-8411 Oneco Concrete and Asphalt inc. Pam Jeffers P.O. Box 367 Oneco FL 34264 Manatee [email protected] 941-744-9417 Park Coastal Surveying, LLC Charles Park 1329 10th St. East Palmetto FL 34221 Manatee [email protected] 941-416-1611 Performance Technical Services Group, Inc. Denise Cobb PO BOX 14910 BRADENTON FL 34280 Manatee [email protected] 941-795-2581 Plant Partners, Inc Charlene Lenger 3220 Whitfield Ave Sarasota FL 34243 Manatee [email protected] 941-753-5066 plant partners, inc. charlene lenger 3220 Whitfield Ave Sarasota FL 34243 Manatee [email protected] 941-753-5066 Platinum Coast Construction, Inc. marilyn schroeter 3310 riverview blvd bradenton FL 34205 Manatee [email protected] 941-545-7777 Precision Home Inspections & Property Services John Holdway PO Box 21277 Bradenton FL 34204 Manatee [email protected] 941-773-9672 PREMIER ADVISORS STAFFING AND SALES LLC Richard Burns PO BOX 110398 BRADENTON FL 34211 Manatee [email protected] Process Lifecycle Solutions CHRISTY SHAREK 26115 65TH AVE E MYAKKA CITY FL 34251 Manatee [email protected] 941-809-4155 RDF Construction Resource, LLC Rebecca Ferda 1216 2nd Ave E Bradenton FL 34208 Manatee [email protected] 407-717-3899 Re-Ex Insurance Brokers, LLC Deborah Jewett 7001 Pointe West Blvd. Bradenton FL 34209 Manatee [email protected] 941-792-2489 Rita's At Home Service LLC Sherita Holloman 2710 5th Ave East Palmetto FL 34221 Manatee [email protected] 941-812-8422 RME ASSOCIATES, INC. RENEE KIPP P.O. BOX 20358 BRADENTON FL 34204 Manatee [email protected] 941-822-0431 Rodney Allen & Associates, LLC Rodney Allen 2212 15th ave. e. Palmetto FL 34221 Manatee [email protected] 941-896-2463 Roof Restorers, LLC. Steven Sanders 6108 Dartmouth Dr. Bradenton FL 34207 Manatee [email protected] 678-640-0533 SeaBiscuit Trucking LLC Michelle Bennett PO BOX 21303 Bradenton FL 34204 Manatee [email protected] 941-737-1045 Self Employment Specialists, Inc. Karen Rankin-Magee PO Box 9145 Bradenton FL 34206 Manatee [email protected] 941-355-3474 ShredQuick, Inc. David Reed 8374 Market St., Box 503 Bradenton FL 34202 Manatee [email protected] 941-755-2600 Soteria Safety Supply LLC Shannon LeFevre 8815 Amen Corner Pl Palmetto FL 34221 Manatee [email protected] 904-657-8468 Southland Construction Group Travis Hall PO BOX 290 Terra Ceia FL 34250 Manatee [email protected] 941-721-4900 Southland Construction Group Travis Hall PO BOX 290 Terra Ceia FL 34250 Manatee [email protected] 941-721-4900 Spirit Filled Companion Care Helpers Inc Phebe Simmons P O Box 1567 Palmetto FL 34220 Manatee [email protected] 209-815-8468 STAC Computers, Inc Susan Bannar 12321 Aster Ave Bradenton FL 34212 Manatee [email protected] 941-749-1480 Stevenson Architects Inc. Linda Stevenson 435 12th Street W. Bradenton FL 34205 Manatee [email protected] 941-747-3696 Suncoast Hardware, LLC Laura Beane 3230 59th Dr. East Bradenton FL 34203 Manatee [email protected] 941-504-8241 Superior Bearing and Supply Andrea Rankin-Magee 2505 12th Ave W Bradenton FL 34205 Manatee [email protected] 800-423-5318 Tell Communications Harry Traylor 6004 77 St. E Palmetto FL 34221 Manatee [email protected] 941-737-2490 ______0103-24-1 Page 2 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE The A. D. Morgan Corporation Rebecca Smith 2411 Manatee Avenue W Bradenton FL 34205 Manatee [email protected] 813-832-3033 The King's Daughters, LLC Crystal Komis 5438 Lockwood Ridge Rd. Bradenton FL 34203 Manatee [email protected] 704-968-5608 Tiju Solutions, LLC Tia Laurie 22614 Night Heron Way Bradenton FL 34202 Manatee [email protected] 941-685-6699 Two Buffalo Construction Supplies Inc. Larry Knudsen 8051 N Tamiami Trail Sarasota FL 34243 Manatee [email protected] 612-432-0057 Unlimited Fill, Inc. Rashelle Crofut PO Box 1537 Tallevast FL 34270 Manatee [email protected] 941-756-7721 Valven Paint, Inc. Victor Aular 3215 79th Avenue East Sarasota FL 34243 Manatee [email protected] 941-232-9675 VitaCare Home Care, LLC Jonathan Marsh 4230 59th St W Bradenton FL 34209 Manatee [email protected] 813-495-8560 Vocational Concepts Cindy Fisher PO Box 706 Ellenton FL 34222 Manatee [email protected] 813-362-4078 Walker's Service Inc Clifford Walker 5217 45th Ave E Bradenton FL 34203 Manatee [email protected] 941-747-7740 Walkers Service Inc. Lisa Walker 5217 45th Ave E Bradenton FL 34203 Manatee [email protected] 941-718-0729 WANDA'S INC Wanda Rambo-Gilbert 4746 Balboa Park Loop Bradenton FL 34211 Manatee [email protected] 941-345-4270 Waterlilies Printing & Promotions, LLC Susan Stobo 5034 79 Ave Drive East Sarasota FL 34243 Manatee [email protected] 941-359-0300 Waterlilies Printing & Promotions, LLC Susan Stobo 5034 79 Ave Drive East Sarasota FL 34243 Manatee [email protected] 941-359-0300 POLK Advertising Solutions And Printing, LLC Nikki Smith 1606 Havendale Blvd. NW Winter Haven FL 33881 Polk [email protected] 863-291-6807 AFFORDABLE INSURANCE ST CHARLES GERMILUS 120 W CENTRAL AVE STE 4 WINTER HAVEN FL 33880 Polk [email protected] 863-508-2639 AirQuest Environmental, Inc. Traci-Anne Boyle 2000 S Florida Avenue Lakeland FL 33803 Polk [email protected] 954-792-4549 Albe Stamp & Engraving Gail Martin 2020 S. Combee Rd. Lakeland FL 33801 Polk [email protected] 863-667-0778 All Earth Landscaping Lasheka Ware 1868 Emily Dr Winter Haven FL 33884 Polk [email protected] 863-298-6796 Americoat Corporation Shrikant Desai POBOX2228 EATON PARK FL 33840 Polk [email protected] 863-398-4344 AmTech Solutions, LLC Anthony Howell 8230 N. Socrum Loop Rd. Lakeland FL 33809 Polk [email protected] 863-430-9039 AnointedHandz Cleaning Service LLC Janan Hamilton 2557 Everleth Dr Lakeland FL 33810 Polk [email protected] 863-206-4128 Application Insight LLC Corey Maneiro 102 Olive Drive Winter Haven FL 33881 Polk [email protected] 252-503-9997 Atmospheric Water Generator, LLC Maria-Isabel Campos-G 223 South Citrus Grove Blvd. Polk City FL 33868 Polk [email protected] 863-401-5760 Auburndale Fruit Co., Inc Jennifer Helms 4970 Lake Lowery Rd Lake Alfred FL 33850 Polk [email protected] 863-956-1600 AVON MODULAR Alan de Zayas 1074 South Florida Avenue Lakeland FL 33803 Polk [email protected] 866-434-6889 Avon Modular, LLC Alan deZayas 1074 South Florida Avenue Lakeland FL 33803 Polk [email protected] 800-258-7411 Avon Modular,LLC. Alan B deZayas 1074 S. Florida Av. Lakeland FL 33803 Polk [email protected] 866-434-6889 B & B TANKERS, INC. Sindy Beliveau 1339 NORTH LAKE REEDY BLVDFrostproof FL 33843 Polk [email protected] 863-327-3278 Bangor Security Services, Inc Raheem Pontiflet 3756 Dartford Dr. Davenport FL 33837 Polk [email protected] 321-278-3049 Baylis & Company PA Edith Yates 53 Lake Morton Drive Lakeland FL 33801 Polk [email protected] 863-688-8841 Blackmon Roberts Group, Inc. Sylvia Blackmon-Robert902 South Florida Avenue, Lakeland, FL 33803 Polk [email protected] 863-802-1280 careplus pharmacy corp ijeoma agbara 3020 s combee rd lakeland FL 33803 Polk [email protected] 863-668-8490 CHAPTEX GROUP, LLC Alvin Wilson 5151 South Lakeland Drive Lakeland FL 33813 Polk [email protected] 863-529-3579 Claims Administrator Services, INC Tanya Morley PO Box 4172 Haines City FL 33845 Polk [email protected] 863-207-9576 Clark Environmental, Inc. Terry Covert 755 Prairie Industrial Pkwy Mulberry FL 33860 Polk [email protected] 863-425-4884 Clark/Nikdel, Inc. Melea Gernert 72 4th Street NW Winter Haven FL 33881 Polk [email protected] 863-299-9980 Cleaning Management Solutions of America, Inc Nicole Solano 5811 Sayer Road Lakeland FL 33810-6255 Polk [email protected] 863-808-7213 CO Services LLC Michael Covington 12 W Eagle Ave Eagle Lake FL 33839 Polk [email protected] 863-877-0595 CogniTutor, LLC Loni Lebanoff 325 Sand Pine Trail Winter Haven FL 33880 Polk [email protected] 863-521-3892 Collins Survey Consulting LLC Dianne Collins 5915 Lake Luther Rd Lakeland FL 33805 Polk [email protected] 863-937-9052 Collins Survey Consulting LLC Dianne Collins 109 Wildlife Trail Lakeland FL 33809 Polk [email protected] 863-606-2155 Commercial Janitorial Services of Central FloridaBrijette West 455 Commerce Drive Lakeland FL 33813 Polk [email protected] 863-210-0450 Compass Real Estate Consulting Inc. Shawn Wilson 120 East Pine Street Lakeland FL 33801 Polk [email protected] 863-688-3614 compassionate cleaners tamise robinson 67 washington terrace frostproof FL 33843 Polk [email protected] 863-677-6061 Complete Custodial Solutions, LLC Keisha Boyd 3314 WINCHESTER ESTATES CI LAKELAND FL 33810 Polk [email protected] 844-929-8428 Computer Merchandise Corporation CHRISTINA CRIDER P.O. Box 6129 Lakeland FL 33807-6129 Polk [email protected] 863-644-0617 CW3RET Enterprise, LLC Alex Morales-Hernande168 Minniehaha Cir Haines City FL 33844 Polk [email protected] 863-353-9749 Digitech of Lakeland, Inc. dba Digitech Graphics Barbara Balingit 3020 Winter Lake Road Lakeland FL 33803 Polk [email protected] 863-668-8770 ______0103-24-1 Page 3 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Document Advantage Corporation Jana Wiggins 6039 Cypress Gardens Blvd Winter Haven FL 33884 Polk [email protected] 863-326-6360 Douglass Screen Printers, Inc Debbie Carrigan 2710 New Tampa Hwy Lakeland FL 33815 Polk [email protected] 863-899-7130 Douglass Screen Printers, Inc IA 11/16. Debbie Carrigan 2710 New Tampa Highway Lakeland FL 33815 Polk [email protected] 863-687-8545 DUFFY AND LEE COMPANY EDITH DUFFY 4960 LAKELAND COMMERCE P LAKELAND FL 33805 Polk [email protected] 954-467-1288 E & A Cleaning, Inc. Jeremiah Johnston 529 W. Brannen Rd. Lakeland FL 33813 Polk [email protected] 863-644-4927 E&A Cleaning, Inc. Deanna Chambers 529 W BRANNEN RD LAKELAND FL 33813-2727 Polk [email protected] 863-644-4927 E&W Tool and Supply Inc DBA Riverhawk IndustSarah Finlayson 465 Fife Road Mulberry FL 33860 Polk [email protected] 863-425-3077 Effect Services, LLC Catharine Liska 1677 Deverly Drive Lakeland FL 33801 Polk [email protected] 843-209-2641 EHS Construction Services Tzeporaw Sahadeo 403 N Church Ave Mulberry FL 33860 Polk [email protected] 813-618-8180 EnCon Search Services, LLC Thomas King 1701 W Commerce Ave, Suite 1Haines City FL 33844-3230 Polk [email protected] 863-216-8099 Estates To Go, LLC Etoy Brown P.O. Box 55 Highland City FL 33846-1755 Polk [email protected] 407-362-8931 Eventrics Sherrin Smyers 2622 W. Memorial Blvd Lakeland FL 33815 Polk [email protected] 863-683-3905 Exclusive Contractors Inc LIZ HARVEY BURSE 277 S. 10th avenue BARTOW FL 33830 Polk [email protected] 863-559-1039 Exclusive Contractors, Inc. Liz Burse 277 S. 10th avenue Bartow FL 33830 Polk [email protected] 863-559-1039 F & F Case Management, Inc Jane Nolte-Wiener PO Box 6900 Lakeland FL 33807 Polk [email protected] 800-282-9101 Fisher's Landscape Maintenance Michael Fisher 923 Jere Circle Lakeland FL 33801-3023 Polk [email protected] 863-665-3982 Florida Remodeling Contractors LLC Darwin Martinez 252 Saddle Ridge Dr Davenport FL 33896 Polk [email protected] 407-749-4146 Furr & Wegman Architects, PA Vickie Jerkins 625 E. Orange Street Lakeland FL 33801 Polk [email protected] 863-688-1211 FURTAH, INC CINDY ADAMS 1350 E Main Street Suite C1 Bartow FL 33831 Polk [email protected] 863-533-7484 garrard framing & drywall, inc julie garrard 5578 commercial blvd winter haven FL 33880 Polk [email protected] 863-860-9194 GC &AC TRANSPORT, INC GREGORY COOPER 5016 ALDERMAN RD LAKELAND FL 33810 Polk [email protected] 863-595-8420 Global Medical and Behavioral Health Corporati Jeffery Haynes 121 Webb Drive # 202 Davenport FL 33837 Polk [email protected] 813-997-2397 GLT OFFICE SUPPLY, INC accounts payable P.O. Box 3829 Lakeland FL 33802-3829 Polk [email protected] 863-686-1799 Gold Heart realty, llc Lori Roberts 332 Ave B SW suite 200-3 Winter Haven FL 33880 Polk [email protected] 863-224-2419 Grace Pest Control Marianne Moselle 3615 Ventura Drive West Lakeland FL 33811 Polk [email protected] 863-607-9611 Gulf Coast Avionics Corporation Rick Garcia 3650 Drane Field Rd. Lakeland FL 33811 Polk [email protected] 863-709-9714 Heart of Gold Senior Services lisa wade 1920 Verano Dr Suite 202 Haines City FL 33844 Polk [email protected] 863-595-8927 Horus Construction Services Inc. James Graham P.O. Box 10667 St. Petersburg FL 33733 Polk [email protected] 727-898-6877 Human Capital Resources and Concepts Inc Marnice Miller 128 Palmetto Ave NW Lakeland FL 33881 Polk [email protected] 3013510724 Hydro Solutions Consulting LLC Roberto Beltran 3616 Harden Blvd Lakeland FL 33803 Polk [email protected] 863-559-2472 I.D.S. ENTERPRISES, INC. ANA MARIA GRAVIS POST OFFICE BOX 93113 LAKELAND FL 33804 Polk [email protected] 863-984-8994 IDEAL CLEANING SERVICES, INC. JORGE GOMES GOMES P.O. 7853 Lakeland FL 33807 Polk [email protected] 863-648-5055 Imagine Digital eXpressions INC. Pablo Rendic Olivieri 115 Bella Drive Davenport FL 33837 Polk [email protected] 407-205-6671 Imperial Cabinets & Millwork, LLC Leroy Goodman P.O. Box 92105 Lakeland FL 33804-2105 Polk [email protected] 863-512-6003 IMPERIAL TESTING AND ENGINEERING INC AL MCGHIN 3905 KIDRON RD LAKELAND FL 33811-1293 Polk [email protected] 863-647-2877 International Importers Magdalena Shirley 244 Escondido Court Kissimmee FL 34759-3694 Polk [email protected] 863-496-1145 International Sun Travel Agency, Inc. Blanche Bryant 705 East Main Street Bartow FL 33830 Polk [email protected] 863-533-0511 Jarrett Gordon Ford, Inc. Anthony Gordon 2600 Access Rd N.W. Davenport FL 33897 Polk [email protected] 863-422-1167 Jerue Logistics Solutions, LLC Stephanie Johnson 20 3rd Street SW Winter Haven FL 33807 Polk [email protected] 863-607-5616 Jerue Logistics Solutions, LLC Stephanie Johnson 3200 Flightline Dr. Ste. 101 Lakeland FL 33811 Polk [email protected] 863-607-5616 Kincart Construction Company Robert J. Kincart 1875 W. Main St. Bartow FL 33830 Polk [email protected] 863-533-9044 Kyra Solutions, Inc. (formerly known as Kyra InfoRupal Patel 4454 Florida National Drive Lakeland FL 33813 Polk [email protected] 863-686-2271 L & S Diversified, LLC. Beth Durand 3928 Anchuca Drive Lakeland FL 33811 Polk [email protected] 407-681-3836 L.M. ELECTRIC SERVICES INC. LEONEL MENDOZA 5023 SHEPERD RD. LAKELAND FL 33811 Polk [email protected] 863-255-5472 L&L Group Services, LLC Lorenzo Williams 2727 Berkford Circle Lakeland FL 33810 Polk [email protected] 407-493-8001 Landmark Civil Services LLC julie garrard 5578 commercial blvd winter haven FL 33880 Polk [email protected] 863-967-3992 Laser Focus Coaching LLC Kelvin McCree 2958 Bellflower Way Lakeland FL 33811 Polk [email protected] 863-709-6275 Liberty Rebar Inc. Jose Antonio Rojas Cort530 N Commonwealth Ave Polk City FL 33868 Polk [email protected] 863-559-4120 linda lewis llc linda lewis 14791 angus road polk city FL 33868 Polk [email protected] 813-625-7657 ______0103-24-1 Page 4 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE LMR Construction, Inc. Luis Montanez 997 Dawes Road Frostproof FL 33843 Polk [email protected] 863-635-4651 Los Dos Amigos Landscaping LLC Rigoberto Aguirre 122 Palmetto Ridge Dr Winter Haven FL 33880 Polk [email protected] 863-241-9714 Mabe Production and Installation, Inc. Lorraine Mabe 924 Fairlane Drive Lakeland FL 33809 Polk [email protected] 863-859-2354 Mabe Production and Installation, Inc. Lorraine Mabe 924 Fairlane Drive Lakeland FL 33809 Polk [email protected] 863-859-2354 Madrid Engineering Group Inc Susan Piatt 2030 State Road 60 E Bartow FL 33830 Polk [email protected] 863-533-9007 Madrid Engineering Group, Inc. Jason McSwain 2030 SR60 East Bartow FL 33830 Polk [email protected] 863-533-9007 Magic Touch Services LLC Mercedes Naranjo 250 Laurel Ridge Pass Davenport FL 33897 Polk [email protected] Marianne Moselle, Inc. Marianne Moselle P.O BOX 92509 Lakeland FL 33804 Polk [email protected] 800-472-2383 Masonry Systems, Inc. Diane Lail 4828 Highway 92 E Lakeland FL 33801 Polk [email protected] 863-668-9449 MDM Services, Inc. Dhivy Sathianathan 1055 Kathleen Road Lakeland FL 33805 Polk [email protected] 863-646-9130 Mid Florida Interpreting Inc Richard Castillo 27 Golfview Circle NE Winter Haven FL 33881 Polk [email protected] 863-968-4757 Mobi Marketing LLC Brandon Davis 2503 N. Swan Dr. NE Winter Haven FL 33881 Polk [email protected] 863-968-4849 Modern Canna Science, LLC George Fernandez 806 W Beacon Rd Lakeland FL 33803 Polk [email protected] 863-797-9963 Multicultural Marketing Services, Inc. Emma Lawson P. O. Box 2713 Haines City FL 33845 Polk [email protected] 863-422-8849 Murray Equipment Sales, Inc. Melissa Murray P O BOX 6658 Lakeland FL 33807 Polk [email protected] 863-644-0312 NuAir Airconditioning Inc Torrey Muhammad 1618 Crystalview Trl Lakeland FL 33801 Polk [email protected] 863-370-9668 NuJak Development, Inc. Frank Kendrick 714 North Massachusetts AvenLakeland FL 33801 Polk [email protected] 863-686-1565 Office Furniture Depot Joanne Boles 2440 U.S. Highway 98, N. Lakeland FL 33805 Polk [email protected] 863-682-3450 On Time Maintenance and Repair LLC Kelly English 6230 Forestwood Dr W LAKELAND FL 33811 Polk [email protected] 863-608-5363 ORB Engineering, Inc. Kim Strickland 202 Doris Drive Suite 103 Lakeland FL 33813 Polk [email protected] 863-667-0500 Parry's Lawn & Landscape, Inc. Tiffany Parry P.O. Box 2810 Lakeland FL 33806 Polk [email protected] 863-937-4733 Patel, Greene, & Associates, PLLC Hiren Patel 215 East Main Street Bartow FL 33830 Polk [email protected] 863-533-7317 PATRIOT TECHNOLOGIES LLC Reginald Pope 5121 SOUTH LAKELAND DRIVE LAKELAND FL 33813 Polk [email protected] 813-943-7370 Peavey & Associates Surveying & Mapping PA Deborah Peavey 9399 North Lake Buffum Road Fort Meade FL 33841 Polk [email protected] 863-738-4960 Perpetual Technology Solutions Connie Nickerson 2525 Drane Field Rd. Suite 10 Lakeland FL 33811 Polk [email protected] 863-644-1120 Phoslab Environmental Services Inc. George Fernandez 806 w.beacon rd. lakeland FL 33803 Polk [email protected] 863-682-5897 Precious Moments 3D/4D Maryan Marte 5336 US HWY 98 N LAKELAND FL 33809 Polk [email protected] 863-816-3870 Premiere Commercial Furntiture & Design, LLc Vicki White 160 Fitzgerald Road Lakeland, FL FL 33813 Polk [email protected] 863-648-2000 ProPlus Products, Inc. Holly Lyle PO Box 426 bowling Green FL 33834 Polk [email protected] 863-375-2487 Pyramid Fasteners Theresa Pickard 620 South First Avenue Bartow FL 33830 Polk [email protected] 863-533-0875 Ram Enterprises of Lakeland,In Letitia Stones 730 West Memorial Boulevard Lakeland FL 33815 Polk [email protected] 863-683-2853 Register With Ease Stacey Smith 473 Las Cruces Winter Haven FL 33884 Polk [email protected] 863-325-0077 Ridge Valley Environmental Solutions Tashina Knowles P.O. Box 4374 Haines City FL 33845 Polk [email protected] 863-221-9080 Rita Temporaries Inc dba Rita Staffing Rich Hames PO Box 6955 Lakeland FL 33807 Polk [email protected] 863-646-5021 Robby's Septic Tank Service, Inc. Beverly McLauchlin 9158 Hall Road Lakeland FL 33809-1507 Polk [email protected] 863-858-6293 Rogers Concrete Services LLC GERRI ROGERS 111 AVE R NE WINTER HAVEN FL 33881 Polk [email protected] 863-241-4631 Rumbough Enterprises, LLC Henry Rumbough 6244 Napa Drive Lakeland FL 33813-5894 Polk [email protected] 321-536-0856 S&J Hauling Corp Sonja McAllister po box 452 Winter Haven FL 33882 Polk [email protected] 863-327-3239 SabCon Underground, LLC ASHLEY EDWARDS 1730 Dundee Rd Winter Haven FL 33884 Polk [email protected] 863-268-8225 Simpli-Fi Automation Inc. Christopher Campbell 109 Victory Avenue Davenport FL 33837 Polk [email protected] 863-289-1048 SLS Publications, LLC Lori Madden 5050 Ralston Road Lakeland FL 33811 Polk [email protected] 863-648-2614 Structural Engineering Partnership LLC Joel Figueroa Vallines 1439 Gary Road East Lakeland FL 33801 Polk [email protected] 863-683-7101 Summerlin Fence & Feed Inc Tina Summerlin PO Box 981 Davenport FL 33836 Polk [email protected] 863-422-4537 T GREGORY CONSTRUCTION, INC Gregory Bell 2204 2nd Street N.E. Winter Haven FL 33881 Polk [email protected] 863-294-6003 The A. D. Morgan Corporation Rebecca Smith 1661 Williamsburg Square Lakeland FL 33806 Polk [email protected] 813-832-3033 The Brannan Company Jerry Brannan 1454 Bunker Dr Davenport FL 33896 Polk [email protected] 407-399-1797 The Circular Solution Rhoda Cokee 1142 w main st lakeland FL 33815 Polk [email protected] 863-646-6655 The Knowledge Spot 1 Inc Teresa Sankey 4570 transport rd Bartow FL 33830 Polk [email protected] 2396034996 TMJ Construction mercia Burt 935 Tangelo Circle Bartow FL 33831 Polk [email protected] 863-559-5868 ______0103-24-1 Page 5 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Top Flight Electric, Inc William Bishop PO BOX 747 EAGLE LAKE FL 33839 Polk [email protected] 863-229-5150 Unforgettable Occasion, Inc. Keisha Pickett 3314 Winchester Estates CircleLakeland FL 33810 Polk [email protected] 813-732-9693 Upscale Renovation Services, LLC Dalila Balleza P.O. Box 472 Frostproof FL 33843 Polk [email protected] 863-528-6014 Urban Jungle, LLC Leigh Ann Lunz 922 Fairlington Drive Lakeland FL 33813 Polk [email protected] 863-450-8322 Ursulas Caringheart Transportation Ursula Corbin 1252 ENTERPRISE STREET LAKELAND FL 33805 Polk [email protected] 305-206-7260 VALIDUS ENGINEERING GROUP, LLC AMY NEIDRINGHAUS 1982 Meadow Oak Circle Polk City FL 33868 Polk [email protected] 813-785-3779 Viewpoint Values, LLC Lynn Cotter 1861 N Crystal Lake Dr Lakeland FL 33801 Polk [email protected] 863-617-7015 Warehouse Flooring Michael Leinenbach 801 Magnolia Ave Auburndale FL 33823 Polk [email protected] 863-965-7777 WATTS CONSTRUCTION, INC. NICOLE WATTS 4800 WHITE CLAY PIT ROAD Haines City FL 33844 Polk [email protected] 863-412-1039 Xcellent Xteriors ryan edrington 122 East Main St Lakeland FL 33801 Polk [email protected] 863-838-6850 yates air Laura Yates 2501 Arbuckle Lane frostproof FL 33843 Polk [email protected] 863-232-7680 YOUVE BEEN WRAPPED LLC ANGELA HORTON 852 6th St NW Winter Haven FL 33881 Polk [email protected] 630-453-9665 HILLSBOROUGH 3T Solutions Consulting LLC Joel Amao 13194 US HWY 301 S. Riverview FL 33578 Hillsborough [email protected] 813-789-8224 5M Civil LLC Jesus Merly 12506 Bronco Drive Tampa FL 33626 Hillsborough [email protected] 813-404-8872 941 Health and Beauty LLC Anton Cook 8725 del rey ct apt 15D tampa FL 33617 Hillsborough [email protected] 941-726-1796 A & A Electric Services, Inc Andrew De La Parte 4409 N. Thatcher Ave Tampa FL 33614 Hillsborough [email protected] 813-872-8597 A Believers Choice LLC dwelly brown 5321treig lane wesley chapel FL 33545 Hillsborough [email protected] 813-850-2763 A Change in Latitude Consulting LLC Shane Wentz 14131 Barrington Stowers Dr Lithia FL 33547 Hillsborough [email protected] 502-424-6210 A J Plumbing Inc. Jose B. Martinez 6707 El Capitan dr Tampa FL 33634 Hillsborough [email protected] 813 484 0722 A RIGHT WAY CREDIT COUNSELING ARTRICIA JAMES-HEARD10335 CROSS CREEK BLVD TAMPA FL 33647 Hillsborough ARTRICIA@ARIGHTWAYCREDITCOUNSELING813-421-3522 A RIGHT WAY FOUNDATION, INC. Artricia James-Heard 10335 Cross Creek Blvd. Tampa FL 33647 Hillsborough [email protected] 813-421-3522 A&B Engineering Consultants, P.A. Angel Rivera 14164 Stilton St Tampa FL 33626 Hillsborough [email protected] 727-698-9513 Abacron LLC Caroliina Edjor 27251 WESLEY CHAPEL BLVD # Wesley Chapel FL 33544 Hillsborough [email protected] 813-539-8087 Above and Beyond Cleaning, Inc. Deborah Kloss PO BOX 273715 Tampa FL 33688 Hillsborough [email protected] 727-239-9849 Absolute Engineering, Inc. Jaynie Davis 1000 N. Ashley Drive Tampa FL 33602 Hillsborough [email protected] 813-221-1516 Ad Specs of Delaware LLC Vanessa Leon 2415 N. Albany Ave Tampa FL 33607 Hillsborough [email protected] 813-879-7775 Adams Traffic, Inc. Nancy Adams P.O. Box 997 Plant City FL 33564 Hillsborough [email protected] 813-763-7763 Adelante Live Inc. Janice Rodriguez 2000 E. 12th Ave. #5656 Tampa FL 33605 Hillsborough [email protected] 800-320-9160 Aderhold Roofing Corporation Kari Aderhold 4648 Eagle Falls Pl Tampa FL 33619 Hillsborough [email protected] 813-681-3735 AdminTerra Resources, LLC Jessica Griffith 1315 W. Cass Street Tampa FL 33606 Hillsborough [email protected] 813-727-4088 ADOL Business Consulting Services, LLC Ivory Swain 10810 Boyette Rd# 3222 Riverview FL 33569-3222 Hillsborough [email protected] 727-459-5611 Adsevero, LLC Oscar Flores 8875 Hidden River Parkway Tampa FL 33637 Hillsborough [email protected] 813-508-0616 Advanced Cable Connection, Inc. John Kline 13336 N Central Ave Tampa FL 33612 Hillsborough [email protected] 813-978-0101 Advanced Engineered Systems Corporation Karen Thomas 5810 Breckenridge Prkwy Tampa FL 33610 Hillsborough [email protected] 813-621-7131 ADVANCED NATIONWIDE SECURITY CORPORATI ANTHONY ILESANMI 8875 HIDDEN RIVER Pkwy TAMPA FL 33637 Hillsborough [email protected] 813-975-7407 Aerial Innovations, Inc. Candace Taylor 3703 West Azeele Street Tampa FL 33609 Hillsborough [email protected] 813-254-7339 Affinity Medical Staffing, LLC Dwight Stephens 1315 Oakfield Dr Brandon FL 33509 Hillsborough [email protected] 813-586-0408 Ai Collaborative, Inc. Lynn Puckett 1907 E. 7th Avenue Tampa FL 33605 Hillsborough [email protected] 813-247-3332 AIO Enterprise, LLC Luz Polanco 11006 Tortola Isle Way Tampa FL 33647 Hillsborough [email protected] 407-466-3689 Air Masters of Tampa Bay, Inc Beverly Bosley 4830 N Florida Ave Tampa FL 33603 Hillsborough [email protected] 813-234-2419 Air Masters of Tampa Bay, Inc. David Christopher 4830 N. Florida Ave. Tampa FL 33603 Hillsborough [email protected] 813-234-2419 Airflow Engineered Systems, Inc. Shellee West PO Box 3216 Plant City FL 33563 Hillsborough [email protected] 813-297-2233 AIRMAN SUPREME DRONE VISUALS louis thatch 3917 West Pine Street Tampa FL 33607 Hillsborough [email protected] 813-492-5151 Alarm & Communication Systems, Inc. Stacy Murray 4301 W South Ave Tampa FL 33614 Hillsborough [email protected] 813-873-1851 Aldan Electric Supply, Inc. Lee Williams 4902 N. Howard Ave Tampa FL 33603 Hillsborough [email protected] 407-896-7761 alejandro's professional lawn Katrina House 2617 south 72nd Street tampa FL 33619 Hillsborough [email protected] 813-650-1182 AlfKa Alfredo Cely 100 S Ashley Drive tampa FL 33602 Hillsborough [email protected] 813-397-3632 Alfonso Architects, Inc. Alison Fernandez 1705 N 16th Street Tampa FL 33605 Hillsborough [email protected] 813-247-3333 ______0103-24-1 Page 6 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Alfonso Materials Supply Darren Alfonso 3959 Van Dyke Road Lutz FL 33558 Hillsborough [email protected] 813-957-3208 ALL AMERICAN HEALTH, LLC Marqus Johnson 1503 South US Hwy 301 Tampa FL 33619 Hillsborough [email protected] 888-360-2669 All Construction Services, Inc. Sylvia Brent 18801 N Dale Mabry Hwy Lutz FL 33549 Hillsborough [email protected] 813-949-0484 All Florida Truck & Equipment Repair LLC Tricia Smith 6302 N. 56th Street Tampa FL 33610 Hillsborough [email protected] 813-778-0929 All-In-One Electric, Inc. rodney jones 1201 W. Waters Ae tampa FL 33604 Hillsborough [email protected] 813-849-6331 Alpha Business Communications, Inc Stevan Barendse 1087 Brandon Blvd E Brandon FL 33511 Hillsborough [email protected] 941-224-9112 Alpha Omega Professional Solutions LLC Alexsander Hernandez 5407 Camberwell Lane Riverview FL 33578 Hillsborough [email protected] 234-222-0745 Altec Lakes and Natural Areas Donald Schrepfer 16216 Carlton Lake Rd Wimauma FL 33598 Hillsborough [email protected] 813-380-5475 alteclakes and natural areas inc Rosy Fernandez 13194 US Hwy 301 S #310 Riverview FL 33578 Hillsborough [email protected] 813-468-5176 Alvarez Plumbing Company Lisa Craddock 1623 51st south. Tampa FL 33619 Hillsborough [email protected] 813-655-7520 Always Green Landscaping Inc. Leidys Gonzalez 6501 Sawyer Court Tampa FL 33634 Hillsborough [email protected] 813-516-0823 AMC SALES PROMOTIONS COMPANY, INC. Anna Cunnane 6502 THOROUGHBRED LOOP ODESSA FL 33556 Hillsborough [email protected] 813-818-8555 Amello Home Care Services LLC Roberta Warren 7028 W Waters Ave 216 Tampa FL 33634 Hillsborough [email protected] 813-616-6002 American Asphalt Paving, LLC. Jennifer Holley 6436 West Linebaugh Ave. Tampa FL 33625 Hillsborough [email protected] 813-968-4200 American Cleaning Services, The Marty Hales 8270 Woodland Center Blvd Tampa FL 33614 Hillsborough [email protected] 813-961-6970 American Fastener of Tampa Christy Burbage 6606 Pemberton Sage Ct Seffner FL 33584 Hillsborough [email protected] 813-267-1893 American Government Services Corporation Wendi McAleese 3812 W. Linebaugh Avenue Tampa FL 33618 Hillsborough [email protected] 813-933-3322 Amzur Technologies, Inc. Bala Nemani 405 N Reo Street, Suite # 110 Tampa FL 33609 Hillsborough [email protected] 813-600-4060 Analytic Engineering Inc. Alphonse Stewart Post Office Box 274241 Tampa FL 33688 Hillsborough [email protected] 813-265-8919 Analytic Engineering Incorporated Alphonse Stewart Post Office Box 274241 Tampa FL 33688-4241 Hillsborough [email protected] 813-841-6548 Anchor Services, Inc Jennifer Bilton 601 N Ashley Dr Tampa FL 33602-4319 Hillsborough [email protected] 727-364-1306 Anderson Lesniak Limited, Inc Alyson Utter 4921 S West Shore Blvd Tampa FL 33611 Hillsborough [email protected] 813-831-9595 Anticus Engineering, LLC Jeanne Berg P.O. Box 921 Riverview FL 33568 Hillsborough [email protected] 813-642-3965 Antonio Chase CPA, P.A./dba ChaseAssociates, CAntonio Chase 3959 Van Dyke Road, No. 205 Lutz, FL 33558 Hillsborough [email protected] 813-444-4186 APEX Digital Imaging, Inc. Milton Jones 16057 TAMPA PALMS BLVD. WTampa FL 33647 Hillsborough [email protected] 813-973-3034 APEX OFFICE PRODUCTS, INC/ RENDITIONS Alex Llorente 5209 N. HOWARD AVE TAMPA FL 33603 Hillsborough [email protected] 800-227-1563 Apollo Marine Surveying & Consulting LLC Richard Flynn 235 Apollo Beach Blvd Apollo Beach FL 33572 Hillsborough [email protected] 888-260-7918 Apple Landscape Design LLC Stephanie Appel 4918 Lakeshore Oaks Crt Tampa FL 33624 Hillsborough [email protected] 407-256-5143 Aquarius Worldwide Enterprises LLC Tracy Weston 4011 W Bay Villa Ave Tampa FL 33611 Hillsborough [email protected] 813-446-6332 Aquipmed,LLC Mark Giddarie 3959 Van Dyke Road Lutz FL 33558 Hillsborough [email protected] 813-262-1007 Architectural Tile & Marble, Inc. Wil Ramos 5303 S MACDILL AV, SUITE 100 TAMPA FL 33611 Hillsborough [email protected] 813-839-2100 Archive Corporation Marjorie Baker 6914 Asphalt Avenue Tampa FL 33614 Hillsborough [email protected] 813-874-1577 Arconial Architecture, LLC Nicola M Johnson 1211 Tech Blvd Tampa FL 33619-7846 Hillsborough [email protected] 813-260-0311 Ardent Engineering, LLC Christina Newcomb 330 W Hanna Ave Tampa FL 33604 Hillsborough [email protected] 813-546-9542 AREHNA Engineering, Inc. Jessica McRory 5012 W. Lemon Street Tampa FL 33609 Hillsborough [email protected] 813-944-3464 Arielle Management Group, LLC Nia Ogletree 16350 Bruce B Downs Blvd Tampa FL 33646 Hillsborough [email protected] 813-437-2000 Armor Products Manufacturing Inc David Carmichael 2610 Airport Rd Plant City FL 33563 Hillsborough [email protected] 813-764-8844 Arrowhead Technologies, LLC Monte Hall 9232 Rhea Dr. Odessa FL 33556 Hillsborough [email protected] 813-679-0720 Aspire Engineering, Inc. Ravi Alur 1023 PROFESSIONAL PARK DRI BRANDON FL 33511 Hillsborough [email protected] 813-571-2850 AspirEDU, Inc. CHRISTOPHER MUNZO 17804 OSPREY POINTE PL TAMPA FL 33647 Hillsborough [email protected] 813-994-8440 Atelier AEC, Inc. Vivian Salaga 5102 N. Central Avenue Tampa FL 33603 Hillsborough [email protected] 813-223-1948 Athena Adventures Don Fried 9821 Magnolia View Court Riverview FL 33578 Hillsborough [email protected] 323-919-4951 AVI Integrators, Inc. Stacy Bjork 3902 Corporex Park Dr Tampa FL 33619 Hillsborough [email protected] 954-984-4282 Avila Prime Professional Services Margarita Valero 9616 Carlsdale Drive Riverview FL 33578 Hillsborough [email protected] 706-829-5146 AVIMAN Management, LLC Wallace Coleman 8710 West Hillsborough Ave Tampa FL 33615 Hillsborough [email protected] 302-377-5788 AWARD Engineering, Inc K. Yasmeen Ternikar 7804 N. Florida Ave. Tampa FL 33604 Hillsborough [email protected] 813-238-4393 Awnclean USA Inc. Sariah Dyke 501 N Newport Ave Tampa FL 33606 Hillsborough [email protected] 813-258-9344 AwnClean USA, Inc. Suzy Davis 501 N Newport Avenue Tampa FL 33606 Hillsborough [email protected] 813-258-9344 Aza Career Services LLC Ashunta Thornton 9121 Hillcroft Dr Riverview FL 33578 Hillsborough [email protected] 813-484-1495 ______0103-24-1 Page 7 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE B Frank Studio, LLC Beverly Frank 4836 West Gandy Boulevard Tampa FL 33611 Hillsborough [email protected] 727-656-7291 Baslee Engineering Solutions (BES), Inc Dilip Mundkur 8304 Torrington Avenue Tampa FL 33647 Hillsborough [email protected] 813-985-7800 Bay Area Laser Printer & Fax R Christina Clingan P.O. Box 89023 Tampa FL 33689 Hillsborough [email protected] 813-662-6621 BC Compliance Associates LLC Brent Crider 205 West Hyde Park Place Tampa FL 33606 Hillsborough [email protected] 813-562-9357 BCPeabody Construction Services, Inc. Kevin Osborne 15445 N Nebraska Ave Lutz FL 33549 Hillsborough [email protected] 813-961-7300 Behr Global michael behrendt 1216 E cumberland ave TAMPA FL 33602 Hillsborough [email protected] 8665992347 Benro Enterprises, Inc. Raymond Rocha PO Box 20787 Tampa FL 33622 Hillsborough [email protected] 813-628-5584 Best Employment SoluTions, LLC Kipland Albright 18801 N Dale Mabry Hwy# 550Lutz FL 33548 Hillsborough [email protected] 800-267-0617 Best Line Oil Co., Inc. Alfonso Garcia III 219 N 20th Street Tampa FL 33605 Hillsborough [email protected] 813-248-1044 Best Made Enterprises, Inc. Pablo Flores 4133 Causeway Blvd. Tampa FL 33619-5123 Hillsborough [email protected] 813-248-5266 Betaris Painting Contracting & More Inc. Yamaris Betancur 11105 Rising Mist Blvd Riverivew FL 33578 Hillsborough [email protected] 813-335-1145 better living support solutions kayla scott 2328 pleasure run dr ruskin FL 33570 Hillsborough [email protected] 813-857-6430 big black dog inc susan brewer 11771 n. dale mabry highway tampa FL 33618 Hillsborough [email protected] 813-703-6938 Birkitt Environmental Services, Inc. Maureen Blackford 12094 Anderson Rd #315 Tampa FL 33625 Hillsborough [email protected] 813-259-1085 Birkitt Environmental Services, Inc. Shelby Butts 110 S. Edison Ave Tampa FL 33606 Hillsborough [email protected] 813-259-1085 Birkitt Environmental Services, Inc. Emily Heeschen 110 S. Edison Ave. Tampa FL 33606 Hillsborough [email protected] 813-259-1085 blacklightning llc remo butler 10538 martinique isle dr tampa FL 33647 Hillsborough [email protected] 813-956-3076 Blake Law Firm PLC Wendi Blake 2406 State Road 60E Valrico FL 33595 Hillsborough [email protected] 813-504-2908 BLOUT ENTERPRISES INC ELAINE BLOUT 12157 W. Linebaugh Ave. Tampa FL 33626 Hillsborough [email protected] 407-252-8790 Blue One Inc. Carlos Cruz 6005 N Jarvis Street Tampa FL 33634 Hillsborough [email protected] 813-282-7351 BLUE SKY MULTI SERVICES INC Ricardo Morales 4119 Gunn Hwy Ste#12 Tampa FL 33618 Hillsborough [email protected] 813-323-6907 Blue Star Transit LLC Richard Roberts PO Box 891237 Tampa FL 33689 Hillsborough [email protected] 813-546-0891 Blue Wing Environmental LLC Sarah Brammell 19607 Lake Osceola Lane Odessa FL 33556 Hillsborough [email protected] 813-404-3963 Bluegill's Tree Service, LLC Donna Schatzberg 16109 INDIAN MOUND RD Tampa FL 33618 Hillsborough [email protected] 813-215-6072 Bluemark Realty Advisors Victor Torres 17516 Mallard court Lutz FL 33559 Hillsborough [email protected] 787-669-6085 bmg latin america, inc. Alba Benitez 207 Crystal Grove Blvd. Lutz FL 33548 Hillsborough [email protected] 813-907-9314 BONA5D Credit Consultants, LLC Pamala McCoy 12817 Tar Flower Dr Tampa FL 33626 Hillsborough [email protected] 813-495-8568 Boomerang Transportation, LLC Jonathan Novak 400 N Ashley Dr. Tampa FL 33602 Hillsborough [email protected] 813-252-4756 BRAEDEN-X Tiffany Ward 2747 Hampton Green Ln Brandon FL 33511 Hillsborough [email protected] 618-570-6676 Brandon Lock & Safe, Inc. Lori Pinkleton 4630 Eagle Falls Place Tampa FL 33619 Hillsborough [email protected] 813-655-4200 Bread Kneads, LLC Lindsey Wherry 6766 Waterton Dr Riverview FL 33578 Hillsborough [email protected] 813-431-5364 Breezin Entertainment & Productions, Inc. Cindy Dervech 3711 W Swann Ave TAMPA FL 33609 Hillsborough [email protected] 813-348-4998 Bright Futures Home Care Inc VINTORIA HOPPS 4713 N 40th Street Tampa FL 33610 Hillsborough [email protected] 813-484-7604 Broadway Engineering, P.A. Dea Heffernan 1335 W Cass St. Tampa FL 33606 Hillsborough [email protected] 813-251-9244 Brooms & Mop Buckets Cleaning Services LISA BELCHER o.o. box 16066 Temple Terrace FL 33687 Hillsborough [email protected] 813-858-6882 Brown Bear Roastery rishi ramkissoon 1701 N Lois ave, apt 559 tampa FL 33607 Hillsborough [email protected] 813-967-4943 C&C Painting Contractors Inc Carlos Cubas 8372 Standish Bend Drive Tampa FL 33615 Hillsborough [email protected] 813-917-1205 Caldeco Mechanical Services, Inc. Patti Caldevilla 1709 North Howard Avenue Tampa FL 33607 Hillsborough [email protected] 813-254-2211 Capitol Carpet Care, Inc. Anthony Alfonso P.O. Box 20531 Tampa FL 33622-0531 Hillsborough [email protected] 813-990-8900 Capitol Carpet Maintenance, LLC Anthony Alfonso 4726 N. LOIS AVENUE TAMPA FL 33614 Hillsborough [email protected] 813-990-8900 CAPMEN LLC BRYAN MENENDEZ 13806 SHADY SHORES DRIVE TAMPA FL 33613 Hillsborough [email protected] 813-727-3678 Capture, LLC Robert Barrow 5012 W. Cypress St Tampa FL 33607 Hillsborough [email protected] 813-944-3201 Cardinal Technologies Company Inc Bridget Jenkins 3108 Barkley Lane Valrico FL 55396 Hillsborough [email protected] 813-689-7663 Care For America Corp Thutrung (Alexis) Nguye2203 N. Lois Avenue G450 Tampa FL 33607 Hillsborough [email protected] 813-868-6782 Carmichael Grafix, llc Georgia Carmichael PO Box 1052 Mango FL 33550 Hillsborough [email protected] 813-675-4640 Carolina Consulting Solutions James Randolph 1817 Lake Crest Avenue Brandon FL 33510-2256 Hillsborough [email protected] 813-681-2099 CARTER'S CARPET & UPHOLSTERY, INC. Nicquel Smiley PO BOX 1236 Dover FL 33527 Hillsborough [email protected] 813-787-3920 Cassia Engineered Products Corp Paulette Brady 1013 North Parsons Ave. Brandon FL 33596 Hillsborough [email protected] 813-643-9696 CASSIA ENGINEERED PRODUCTS CORP. Paulette Brady 1013 N. Parsons Ave. Brandon FL 33510 Hillsborough [email protected] 813-643-9696 ______0103-24-1 Page 8 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Cesar Glass & Construction, Inc. Maria Moreno 218 Skywood Dr. Valrico FL 33594 Hillsborough [email protected] 813-965-8714 Cesar's Glass & Construction, Inc. Maria Moreno 4407 Brandon Ridge Dr. Valrico FL 33594 Hillsborough [email protected] 813-657-7509 CFH CABLE INC Corey Henderson PO BOX 3418 rIVERVIEW FL 33568-3418 Hillsborough [email protected] 813-364-0850 ChappellRoberts, Inc. Colleen Chappell 1600 E. 8th Ave. Tampa FL 33605 Hillsborough [email protected] 813-281-0088 ChappellRoberts, Inc. Katy Berry 1600 E. 8th Avenue Tampa FL 33605 Hillsborough [email protected] 813-281-0088 Chess Nut Society Theodore McNair 9416 Laurel Ledge Dr Riverview FL 33569 Hillsborough [email protected] 813-431-5215 Christopher A. Wright Inc. Christopher Wright 404 E. Davis Blvd. Tampa FL 33606 Hillsborough [email protected] 813-254-4972 Chrysalis Consulting LLC Vernetta Williams PO Box 82314 Tampa FL 33682 Hillsborough [email protected] 813-951-4880 Churchill Leadership Group jayne Jenkins 9817 Bay Island Drive Tampa FL 33615 Hillsborough [email protected] CIRSCO, Commercial Industrial Roof Services ComHiginio Rodriguez Dillin P.O. Box 89743 Tampa FL 33689 Hillsborough [email protected] 813-318-1095 CitraTek INC michael visconti 10335 cross creek blvd tampa FL 33647 Hillsborough [email protected] 813-200-8829 CityLync MAUREEN MARTIN 1315 Oakfield Drive Brandon FL 33509 Hillsborough [email protected] 813-309-3801 CK Promotional Gifts LLC Carol Kelly 15636 Bear Creek Drive Tampa FL 33624 Hillsborough [email protected] 813-927-0907 Cladding Systems Dana Cruz 3218 East 4th Avenue Tampa FL 33605 Hillsborough [email protected] 813-250-0786 Claims Questions LLC Rebecca Leisure 12157 W. Linebaugh Ave Tampa FL 33626 Hillsborough [email protected] 813-477-9368 Classy Chics Event Planning & Catering LaTasha Mann 1971 West Lumsden RD Brandon FL 33511 Hillsborough [email protected] 813-784-9034 Cleaning Extraordinaire LLC J.C. Milam 410 Ware Blvd Tampa FL 33619 Hillsborough [email protected] 813-431-7931 Clear Data Solutions, LLC Rachel Fisher 3001 N Rocky Point Drive East Tampa FL 33607 Hillsborough [email protected] 646-546-1502 Clearly Agile, Inc Frederic Mastropasqua PO Box 172607 Tampa FL 33672 Hillsborough [email protected] 813-527-4438 Clearly Agile, Inc. Fred Mastropasqua PO Box 172607 Tampa FL 33672 Hillsborough [email protected] 813-527-4438 CMKsafety, LLC Delano Hart 3115 Red Lion Drive Valrico FL 33596 Hillsborough [email protected] 702-561-8292 CMT Management Solutions, LLC Chamain Moss-Torres 8576 Sandy Beach Street Tampa FL 33634 Hillsborough [email protected] 813-785-0761 CODA SOUND INC MARITZA ASTORQUIZA 4819 N Hale ave Tampa FL 33614 Hillsborough [email protected] 813-353-8151 COLE INTERNATIONAL, INC. Kriztofer Cole 11504 BAY GARDENS LOOP Riverview FL 33569 Hillsborough [email protected] 863-969-7790 Combined Expertise Phildra Swagger 11413 Sand Stone Rock Dr. Riverview FL 33569 Hillsborough [email protected] 813-431-4313 Commercial Concrete Contractors, Inc. Jose Roig c Orlando FL 33556 Hillsborough [email protected] 813-920-7230 Commercial Industrial Roof Services Company Higinio D. Rodriquez 311 S Falkenburg road Tampa FL 33619 Hillsborough [email protected] 813-655-8080 Commercial Interiors Inc. Gerald Sterker 3241 Henderson Blvd Tampa FL 33609 Hillsborough [email protected] 813-831-9888 Commercial Real Estate Firm James McPeak 1463 Oakfield Dr, Suite Brandon FL 33511 Hillsborough [email protected] 813-495-3875 Commercial Repairs & Sales, LLC Kelly Cianciulli 6528 US Highway 301 Riverview FL 33578 Hillsborough [email protected] 800-345-9043 Commski Shanna Casey 7853 Gunn Hwy #252 Tampa FL 33626 Hillsborough [email protected] 813-501-0110 Commski kristy keller po box 252 tampa FL 33626 Hillsborough [email protected] 813-501-0033 Commski Rene Lapinski 7853 Gunn Hwy 252 Tampa FL 33626 Hillsborough [email protected] 8135010111 Communication Concepts, Inc Mark Mills 23110 SR 54 #266 Lutz FL 33549 Hillsborough [email protected] 954-742-6490 Competency and Performance Solutions LLC Hilton Ross-Munro 19127 Lake Audubon Drive Tampa FL 33647 Hillsborough [email protected] 813-598-9180 Computer Global Solutions, Inc Sreedhar Veeramachan3000 Bayport Drive Tampa FL 33607 Hillsborough [email protected] 727-723-0801 Computer Parts & Services, Inc. Gary Gist 1001 w charter st tampa FL 33602 Hillsborough [email protected] 813-766-6755 Computer Solutions Enterprises, Inc. SURIA AFIAT PO BOX 48515 Tampa FL 33646 Hillsborough [email protected] 813-966-8656 Confidential Professionals William Williams 18115 Sweet Jasmine Drive Tampa FL 33647 Hillsborough [email protected] 813-404-7633 Construction Moisture Consulti Jon-Eric Macias 4508 Oak Fair Blvd. Tampa FL 33610 Hillsborough [email protected] 813-623-2323 Construction Services Inc. of Tampa Fred Lay 1907 West Kennedy BoulevardTampa FL 33606 Hillsborough [email protected] 813-532-4506 Contract Furniture, Inc. Darla Vegenski 4450 E Adamo Drive Tampa FL 33605 Hillsborough [email protected] 813-247-6622 Convene Inc. Karthik Viswanathan 6983 EAST FOWLER AVENUE TEMPLE TERRACE FL 33617 Hillsborough [email protected] 813-220-3457 Conversa Arlene DiBenigno 707 N Franklin St Floor 6 Tampa FL 33602 Hillsborough [email protected] 8135792157 Coop's Commercial Solutions Benjamin Cooper 19 South Merrin Street Plant City FL 33563 Hillsborough [email protected] 813-754-9577 Corelusa Plant Services Victor Bardales 12601 Montford Ln Riverview FL 33579 Hillsborough [email protected] 813-810-0093 Covenant Electricle LLC Jarvis Ball 8217 N 9th street Tampa FL 33604 Hillsborough [email protected] 813-446-9109 CR & LR ENTERPRISES christopher robinson po box 3998 plant city FL 33563 Hillsborough [email protected] 813-441-4663 Craig Tile and Flooring, LLC Piyush Mulji 5412 Pioneer Park Boulevard Tampa FL 33634 Hillsborough [email protected] 813-498-2338 ______0103-24-1 Page 9 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Create and Company Angela Davis 2000 East 11th Avenue Tampa FL 33605 Hillsborough [email protected] 813-393-8778 Crossroads Consulting Services Susan Sieger 4427 W. Kennedy Blvd. Tampa FL 33609 Hillsborough [email protected] 813-281-1222 Crossroads Engineering Inc. Debra Kennaugh 1902 Newberger Rd Lutz FL 33549 Hillsborough [email protected] 813-928-3322 Cumberland Services Two LLC Jay Ogun 1047 W.BUSCH AVE. TAMPA FL 33612 Hillsborough [email protected] 571-494-9385 Curtis Printing Company Orenthol Curtis 10610 Shady Brnach Dr Riverview FL 33579 Hillsborough [email protected] 813-358-8526 Curtoom Companies, Inc. Paul Curtis PO Box 76192 Tampa FL 33675 Hillsborough [email protected] 813-405-8082 CWJ Universal Enterprises Inc Mildred Washington 16057 Tampa Palms Blvd Tampa FL 33647 Hillsborough [email protected] 954-557-2622 D Group Consulting Services, Inc. Dorette Nysewander, E 9924 Azalea Bloom Way Riverview FL 33578 Hillsborough [email protected] 904-859-1425 D&M Construction Group, Inc. Juan Segarra 5325 Primrose Lake Circle Tampa FL 33647 Hillsborough [email protected] 352-335-6352 Daniel Agliata, Ph.D., P.A. Daniel Agliata 14448 Bruce B Downs Blvd Tampa FL 33613 Hillsborough [email protected] 407-592-3447 Dark Moss LLC Ricky Peterika 400 N Tampa St Tampa FL 33602 Hillsborough [email protected] 813-532-3440 Darryl Warren Technical Consultants LLC Roberta Warren 7028 W Waters Ave #216 Tampa FL 33634 Hillsborough [email protected] 813-616-5988 dash of salt n pepper Lutfi Jadallah 10353 Cross Creek Blvd Tampa FL 33647 Hillsborough [email protected] 813-376-0686 David Jackson Tax and Insurance Services David Jackson 11843 VALHALLA WOODS DR RIVERVIEW FL 33579 Hillsborough [email protected] 813-426-0078 Del's Electrical Service, Inc. Delbert Snyder P.O. Box 864 Lutz FL 33548 Hillsborough [email protected] 813-909-2022 Delta Blue Studio, Inc. Janet Harvey Williams 19103 Redbay Way Tampa FL 33647 Hillsborough [email protected] 813-991-7117 Denson Construction, Inc. Ralph Denson, Jr. P.O. Box 3081 Plant City FL 33563-0001 Hillsborough [email protected] 863-709-1001 Designer Weddings and Events, LLC Angela Carter 1607 Brilliant Cut Way Valrico FL 33594 Hillsborough [email protected] 813-966-3328 Diverse Professional Solutions, LLC Alphonso Ball 3 3406 East Frierson Ave TAMPA FL 33610 Hillsborough [email protected] 813-323-4333 DiversiMed, Inc. Deborah Harvey PO Box 21505 Tampa FL 33622 Hillsborough [email protected] 813-628-4488 Doer Academy, Inc Felicia Pecora 1011 w fribley st Tampa FL 33603 Hillsborough [email protected] 813-702-1330 Dogwood Management Partners Ross Statham 13194 Hwy. 301 S. Riverview FL 33578 Hillsborough [email protected] 703-635-7363 Dolavic Enterprises Inc. Victoria Ilesanmi Harbour Blue Street Ruskin FL 33570 Hillsborough [email protected] 813-895-6560 Door and Hardware Openings Inc. Michael Gonzalez P O Box 22322 Tampa FL 33622 Hillsborough [email protected] 813-286-0435 Door and Hardware Openings, Inc. JOSE fernandez 5712 W. Sligh Ave Tampa FL 33634 Hillsborough [email protected] 813-281-9066 Door To Door Installation, Inc. Sandra Testa 19101 Candle Place Lutz FL 33548 Hillsborough [email protected] 813-909-2246 Dr Kinsler & Associates LLC Kimberly Kinsler 3262 Cove Bend Dr. Tampa FL 33613 Hillsborough [email protected] 813-443-5311 Dr Sabrina Watson & Associates, LLC Sabrina Watson 2710 Conch Hollow Dr. Brandon FL 33511 Hillsborough [email protected] 813-319-3600 Drains Etc...Inc. Jeffrey McDaniel 3824 phillips st tampa FL 33619 Hillsborough [email protected] 813-643-3367 DRD Enterprises, LLC. DEVON DEENAH 4104 yellowwood dr. valrico FL 33594 Hillsborough [email protected] 813-476-9933 Dream 2 Live Wholesalers, LLC Gregory Sistrunk 12636 Longcrest Drive Riverview FL 33579 Hillsborough [email protected] 813-758-5386 DRO Holdings Diego Rosas 8875 Hidden River Pkwy Tampa FL 33637 Hillsborough [email protected] 713-899-8934 Dry 24 Water Restoration LLC Christopher Cunningha 100 S Ashley Dr., Ste 600 Tampa FL 33602 Hillsborough [email protected] 813-559-0009 DuCon, LLC Ernest DuBose II 1726 E. 7th Ave Tampa FL 33605 Hillsborough [email protected] 941-376-1663 Dynamic Senior Solutions - Dynamic Staffing Sol Sandy Cross 5421 Beaumont Ctr Blvd Tampa FL 33634 Hillsborough [email protected] 813-727-4257 E. M. SCOTT GENERAL CONTRACTOR INC. Mark J. Scott 1614 S 50th Street Tampa FL 33619-7506 Hillsborough [email protected] 813-229-1176 Earth Resources, Inc. Nancy Scott 3411 W. Dorchester Street Tampa FL 33611 Hillsborough [email protected] 813-748-6262 Earthshine Environmental, Inc. Tamara Stankunas 19046 Bruce B. Downs Blvd. Tampa FL 33647 Hillsborough [email protected] 813-545-7067 East Bay IT, Inc. Richard Panek 206 Apollo Beach Blvd Apollo Beach FL 33572 Hillsborough [email protected] 813-597-5530 Echo Analytics Group Harry Jericho 400 N. Tampa Street Tampa FL 33602 Hillsborough [email protected] 813-302-9312 ECHO UES, Inc. Jeraldo Comellas 16514 N. Dale Mabry Hwy Tampa FL 33618 Hillsborough [email protected] 727-423-2518 ECS Staffing LLC Terry Paul 405 Beverly Blvd Brandon FL 33551 Hillsborough [email protected] 813-949-9200 Edifying Innovations, LLC Christine T. Campbell 12319 Fairlawn Dr Riverview FL 33579 Hillsborough [email protected] 727-709-3897 EDRewards, LLC Timothy Kilpatrick 12220 Stonelake Ranch Blvd. Thonotosassa FL 33592 Hillsborough [email protected] 844-337-3927 Education 1st. Consulting DeVara Sims 3217 East Powhatan Ave. Tampa FL 33610 Hillsborough [email protected] 813-679-2397 EER Enterprise LLC elvis rohena 11805 cypress hill circle tampa FL 33626 Hillsborough [email protected] 813-504-7669 Efficient Maintenance LLC Ivan Meneses 12317 Wycliff PL Tampa FL 33626 Hillsborough [email protected] 813-426-9524 El Cheapos Remodeling, LLC Aaron James 1804 Wilkins Ct PLANT CITY FL 33563 Hillsborough [email protected] 813-704-1641 EL MIRASOL, INC. ADRIANA LIRA 4008 Airport Rd Plant City FL 33563 Hillsborough [email protected] 813-754-5857 ______0103-24-1 Page 10 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Electrical Solutions Group, Inc. Gerald Dohse 10011 Williams Rd. Tampa FL 33624 Hillsborough [email protected] 813-443-8400 Element Engineering Group Derek Gil 1713 E. 9th Avenue Tampa FL 33605 Hillsborough [email protected] 813-386-2101 Elevated Imagery Kevin Peterson 13225 sanctuary cove drive Tampa FL 33637 Hillsborough [email protected] 813-440-0176 EM Phillips Construction Company LLC Tania Moronta po box 2041 brandon FL 33509 Hillsborough [email protected] 813-720-5798 EMERGENCY MEDICINE PROFESSIONAL CONSULMichael LoGuidice 17523 North Dale Mabry Lutz FL 33548 Hillsborough [email protected] 727-808-7123 Enable Business Development Institute, LLC Brenda Grove PO BOX 82153 TAMPA FL 33682 Hillsborough [email protected] 813-220-0088 Encarn Engineering, LLC Eric Encarnacion 16012 Palmettorun Circle Lithia FL 33547 Hillsborough [email protected] 813-295-3973 Encore Broadcast Equipment Sales, Inc. Susan Masotti 2104 W. Kennedy Blvd. Tampa FL 33606-1535 Hillsborough [email protected] 813-253-2774 Endex Group Carlos Aviles 235 Apollo Beach BLVD, Ste 51 Apollo Beach FL 33572 Hillsborough [email protected] 239-357-5100 Energy Systems, Inc. Edgar Santillan P.O. Box 308 Lutz FL 33548 Hillsborough [email protected] 813-926-9494 Envested Global, LLC kayla scott 2328 Pleasure Run Drive Ruskin. FL 33570 Hillsborough [email protected] 813-857-6430 Environmental Management & Global Innovatio Carol Henry 15711 Mapledale Blvd. Tampa FL 33624 Hillsborough [email protected] 813-549-0222 EnviroStewards Consulting, LLC Krystal Pree-Hepburn 10936 Winter Crest Dr Riverview FL 33569 Hillsborough [email protected] 870-413-6193 Envision -CS, Inc. Ariana Greene PO Box 89098 Tampa FL 33689 Hillsborough [email protected] 813-997-0330 Erianoillim Wealth LLC Victoria Hopps 3005 E Caracas St Tampa FL 33610 Hillsborough [email protected] 813-484-7604 Ervin Bishop Construction,Inc Maryann Bishop 7543 Land O Lakes Blvd Land O Lakes FL 33548 Hillsborough [email protected] 813-996-6560 ERWIN ELECTRIC, Inc. ROBIN ERWIN 13817 Monroes Business Park Tampa FL 33635 Hillsborough [email protected] 727-725-0048 ESE Consulting, LLC Deneia Fairweather 8705 N Dexter Ave Tampa FL 33604 Hillsborough [email protected] 813-600-7272 ESRP CORPORATION ALEJANDRO ANAYA 1101 N Ward Street Tampa FL 33607 Hillsborough [email protected] 813-381-5017 EWE Demand, Inc. JoAnn Klay 1010 W. Cass Street Tampa FL 33606 Hillsborough [email protected] 813-205-7653 Exclusively Yours Professional Services, LLC Sandra Nelson P.O. Box9695 TAMPA FL 33674 Hillsborough [email protected] 813-325-1652 Executive Reporting Service DIANE EMERY 201 East Kennedy Boulevard Tampa FL 33602 Hillsborough [email protected] 727-823-4155 Facility Services & Solutions Zenaida Lopez 7505 Summerbridge Dr Tampa FL 33634 Hillsborough [email protected] 347-639-5679 Faller, Davis & Associates, In Nancy Brown 4200 W Cypress Street Tampa FL 33607-4168 Hillsborough [email protected] 813-261-5136 Families First of Florida LLC Carolanne Patriaco 4902 Eisenhower Blvd. Ste. 315Tampa FL 33634 Hillsborough [email protected] 813-290-8560 Families First of Florida, LLC Carolanne Patriaco 4902 Eisenhower Blvd Tampa FL 33634 Hillsborough [email protected] 813-290-8560 Fast Lane Clothing Company Lori Davis 5112 N 22nd Street Tampa FL 33610 Hillsborough [email protected] 813-879-3298 Feagin Janitorial Cleaning Service LLC Michael Feagins PO Box 47752 Tampa FL 33646 Hillsborough [email protected] 813-444-7840 Ferrara & Associates Felicia Ferrara 3030 N Rocky Point Road Tampa FL 33607 Hillsborough [email protected] 813-259-0303 Ferrill Construction Company, LLC Heather Ferrill 3715 W. Horatio St. Tampa FL 33609 Hillsborough [email protected] 813-877-8822 First Defense Fire Protection, Inc Kenneth Matos 4027 McLane Dr. Tampa FL 33610 Hillsborough [email protected] 813-436-7720 FL Contractors Video Service Norma Oosting 4412 Holloway Meadow Lane Plant City FL 33567 Hillsborough [email protected] 813-737-1774 Flayco Products Inc Jorge Astorquiza PO Box 15967 Tampa, FL 33684Tampa FL 33614 Hillsborough [email protected] 813-879-1356 Flip Flop Embroidery Shoppe Stephanie Ensor P.O. Box 2164 Lutz FL 33548 Hillsborough [email protected] 813-474-3547 Florida Commercial Construction Jackie Kurtz P.O Box 152504 Tampa FL 33684 Hillsborough [email protected] 813-601-8070 Florida Eventions Inc Ali Brown 3210 S Dale Mabry Hwy Tampa FL 33629 Hillsborough [email protected] 813-600-5763 Florida Junk Cars / Tampa Wrecker Services / US Akram Zikry 309 Palm Key Circle #103 Brandon FL 33511 Hillsborough [email protected] 813-833-9273 Florida Medical Staffing, LLC Gail Miska 8317 Gunn Highway Tampa FL 33626 Hillsborough [email protected] 813-920-5002 Florida Parking, Inc Craig Laquerre 3502 Starling Estates Ct. Valrico FL 33596 Hillsborough [email protected] 813-309-2467 Florry Creative Care Corp. Cherry Hallback po box 5636 plant city FL 33563 Hillsborough [email protected] 813-650-8242 Form 10 Group, Inc Michael Banks 6204 Benjamin Rd Tampa FL 33634 Hillsborough [email protected] 408-988-0110 Forward Solutions Celso Alcantara Po Box 1778 Riverview FL 33568 Hillsborough [email protected] 813-304-4624 Francisco Semsch Architect, Inc Carmen Ramos 6912 W. Linebaugh Ave. Tampa FL 33625 Hillsborough [email protected] 813-749-8610 Frederick Communications & Consulting LLC Alfred Frederick 3853 Northdale Blvd #112 Tampa FL 33624 Hillsborough [email protected] 813-758-9149 Frederick Communications & Consulting LLC Alfred Frederick 3837 Northdale Blvd #112 Tampa FL 33624 Hillsborough [email protected] 813-758-9149 Freedom Insulation, Inc. APRIL DAY 5401 W. Kenndy Blvd. Tampa FL 33609 Hillsborough [email protected] 813-880-8445 Freedom Sky Construction Gustavo Perez 4707 North Grady Ave Tampa FL 33614 Hillsborough [email protected] 813-935-8952 Fry and Associates, Inc. Yvonne Fry PO Box 3881 Plant City FL 33564 Hillsborough [email protected] 813-319-9000 G-Sus Construction Inc BALDOMERO GUEVARA106 N. Pearl Street Plant City FL 33563 Hillsborough [email protected] 813-927-2146 ______0103-24-1 Page 11 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE G. E. T. Painting, Inc. Sara Trigo 6416 Golden Drive Tampa FL 33634 Hillsborough [email protected] 813-884-7198 Gage Medical Education LLC Kate Nelson 4852 W. Gandy Blvd Tampa FL 33611 Hillsborough [email protected] 813-981-4060 Gans, Gans & Associates Simone Gans Barefield 7445 Quail Meadow Rd Plant City FL 33565 Hillsborough [email protected] 813-986-4441 garrard framing & drywall, inc julie garrard 9942 Currie Davis Dr Tampa FL 33619 Hillsborough [email protected] 863-860-9194 GasCapGrip.Com Pam Oakes 400 N. Ashley Drive Tampa FL 33602-4300 Hillsborough [email protected] 239-322-6920 Gaston's Culinary Service Gaston Merideth 1605 White Dove Ct. Brandon FL 33510 Hillsborough [email protected] 813-685-6753 Gateway Support Services Inc Tameka Oneal 5508 N. 50th Street Tampa FL 33610 Hillsborough [email protected] 813-857-5084 George G. Solar & Co., Inc. George G. Solar 4407 West South Ave Tampa FL 33614 Hillsborough [email protected] 813-875-9148 Geyen Group South, Inc Marleen Geyen 1708 W Cypress St Tampa FL 33606 Hillsborough [email protected] 612-508-5848 Gilbert Garcia Group P.A. Michelle Gilbert 2313 WEst Violet Street Tampa FL 33603 Hillsborough [email protected] 813-443-5087 Gina Berry Collaborative, PLLC Gina Berry 1112 Channelside Dr Tampa FL 33602 Hillsborough [email protected] 727-709-0886 Global Document Services, Inc. Theresa Keaton 1236 Channelside Drive Tampa FL 33602 Hillsborough [email protected] 813-223-7861 Global Information Technology, Inc Aruna Raj 8905 Regents Park Dr Tampa FL 33647 Hillsborough [email protected] 813-418-1250 GLOBAL VISSE INC Sanjay Mehta 10335 Cross Creek Blvd Tampa FL 33647 Hillsborough [email protected] 813-682-7164 GLOBAL VISSE INC SANJAY MEHTA 10335 Cross Creek Blvd, Suite Tampa FL 33647 Hillsborough [email protected] 813-682-7164 GLOVER-HANNAH COMMUNITY RELATIONS R COLETTE GLOVER HAN1539 McCrea Drive Lutz FL 33549 Hillsborough [email protected] 813-943-3585 Glover-Hannah Community Relations R. Colette Glover-HannaP. O. Box 271312 Tampa FL 33688 Hillsborough [email protected] 813-943-3585 Goodfriend Roofing, LLC Sarah Steigler 1305 North Armenia Avenue Tampa FL 33607 Hillsborough [email protected] 813-892-1343 goPMO, Inc. Robert Williams 13014 N. Dale Mabry Hwy Tampa FL 33618 Hillsborough [email protected] 866-515-8330 GRAHAM TRADING COMPANY, LLC Darrell Graham 3001 N. Rocky Point Drive, E TAMPA FL 33607 Hillsborough [email protected] 855-256-8237 Griffiths Prince & Associates Consulting Dr. Marcia Griffiths Prin11705 Boyette Rd, Suite 214 Riverview FL 33568 Hillsborough [email protected] 813-507-5775 Grissom Smith, LLC Jennifer Grissom 12406 Pony Court Tampa FL 33626 Hillsborough [email protected] 813-230-3632 Guardian CRM, Inc. Christine Alday 3020 Bruton Rd Plant City FL 33565 Hillsborough [email protected] 813-215-2011 guava CREATIVA veronica falcon 12311 Hawthorne View Ct Tampa FL 33626 Hillsborough [email protected] 813-545-6830 Guided Life Care Planning Services, LLC Anthony Toles 10810 Boyette Rd Riverview FL 33568 Hillsborough [email protected] 813-538-5201 Gulf Tile Distributors of Fla., Inc. Frank Garcia 2318 W. Columbus Drive Tampa FL 33607 Hillsborough [email protected] 813-254-1072 H & H Environmental Services, Inc. Thomas Hall 4509 Orient Road Tampa FL 33610 Hillsborough [email protected] 727-851-7070 Hammond Psychology & Associates, P.A. Nekeshia Hammond 710 Oakfield Drive Brandon FL 33511 Hillsborough [email protected] 813-654-0503 Haney GIS Inc. Shannon Haney 6223 Eaglebrook Ave Tampa FL 33625 Hillsborough [email protected] 813-264-2364 HANKER SYSTEMS INC Harsha Roddam 11606 Orange Palm Way Tampa FL 33626 Hillsborough [email protected] 201-873-8208 Hanker Systems Inc Harsha Roddam 11606 Orange Palm Way Tampa FL 33626 Hillsborough [email protected] 352-580-0749 Harrison Ventures, LLC stephanie farrell 2209 East 7th Ave Tampa FL 33675 Hillsborough [email protected] 813-392-3540 Harvard and Hardship LLC Angel Everett PO Box 2052 Brandon FL 33509 Hillsborough [email protected] 813-625-2303 Health & Wellness Professionals, Inc. Ann Owen 701 Enterprise Road East Safety Harbor FL 33556 Hillsborough [email protected] 727-669-4551 HGH Enterprises LLC HEidi Honea 12408 n ola ave tampa FL 33612 Hillsborough [email protected] 813-323-8030 high sources inc Maximo Chanlatte 13194 us highway 301 south riverview FL 33578 Hillsborough [email protected] 813-585-0313 High Sources, Inc. maximo chanlatte 13194 us highway 301 south riverview FL 33578 Hillsborough [email protected] 813-585-0313 HireVergence, LLC Julio Sanchez 9644 Linebaugh Avenue Tampa FL 33626 Hillsborough [email protected] 813-289-5502 HOCKADAY CONSULTING SERVICES LLC Wilton Hockaday 4648 Pond Ridge Drive Riverview FL 33578 Hillsborough [email protected] 813-255-4543 Holmquist Educational Consulta Stephanie Holmquist Po Box 3564 Plant City FL 33563-0010 Hillsborough [email protected] 813-759-6500 Homeland Wellness LLC Sharon Gray 6601 Memorial Hwy #112 Tampa FL 33615 Hillsborough [email protected] 813-433-1669 Hopps Construction Services inc VICTORIA HOPPS 3005 E Caracas St Tampa FL 33610 Hillsborough [email protected] 813-484-7604 HSI ENGINEERING, LLC Brian Hsi 18489 N US HWY 41, #2270 LUTZ FL 33548 Hillsborough [email protected] 813-699-9667 Hughes Healthy Vending Dana Hughes 11950 Lark Song Loop Riverview FL 33579 Hillsborough [email protected] 727-742-2286 Hujaya Supply JEFRI WOE 6115 MAGNOLIA PARK BLVD RIVERVIEW FL 33578 Hillsborough [email protected] 813-666-7119 HydroDesigns, LLC Aimee Fratarcangeli 10401 Brushfield Street Riverview FL 33569 Hillsborough [email protected] 813-610-5071 I Turn Services, LLC Gretchen Zayas PO Box 1253 Lutz FL 33548 Hillsborough [email protected] 813-598-4817 iC Solutions Enterprise, LLC Islay Ervin 1804 Green Ridge Rd Tampa FL 33619 Hillsborough [email protected] 813-817-8527 ICON Consultant Group, Inc. Sarah Doering 10006 North Dale Mabry HighwTampa FL 33618 Hillsborough [email protected] 813-962-8689 ______0103-24-1 Page 12 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Icon Supply Inc Norma Tempest P.O. Box 272423 tampa FL 33688 Hillsborough [email protected] 813-936-2030 IDATA INC Juliana Lopez 5416 Clouds Peak Drive Lutz FL 33558 Hillsborough [email protected] 813-335-1665 IHCS INC Jennifer Gatza 104 Myrtle Ridge Rd Lutz FL 33549 Hillsborough [email protected] 813-231-4690 IKIGAI INDUSTRIES, INC. Robert Blacklidge 1211 E Kennedy Blvd Tampa FL 33602 Hillsborough [email protected] 813-763-2049 Image Furniture Services, Inc William Diaz 6005 Jet Port Industrial Blvd. Tampa FL 33634 Hillsborough [email protected] 813-901-9449 Independence Acquisition & Appraisal, LLC Kelly Joslin 11030 N US Hwy 301 Thonotosassa FL 33592 Hillsborough [email protected] 813-773-5400 independent living, inc stephanie harris 6508 Gunn Hwy tampa FL 33625 Hillsborough [email protected] 813-728-5969 Independent Living, Inc. stephanie harris 6508 gunn highway tampa FL 33625 Hillsborough [email protected] 813-963-6923 InsightConsutling International Group, Inc Reba Haley PO Box 648 VALRICO FL 33595 Hillsborough [email protected] 8137163996 Integrated Security Consultants Inc Kenneth Stewart 6907 N. Nebraska Ave Tampa FL 33604 Hillsborough [email protected] 813-817-7288 Integrated technologEASE & security, inc. Danny Bowman 9215 Lazy Lane Tampa FL 33618 Hillsborough [email protected] 813-786-0067 integrated technologEASE and security, Inc. David Dallmann 3210 Pleasant Lake Dr. Tampa FL 33618 Hillsborough [email protected] 813-363-1129 Integrity Moves Moving Labor LLC Robert Gore 13194 US Hwy 301 S Riverview FL 33578 Hillsborough [email protected] 727-744-4386 Interbay Air Compressors Manuel Guzman 5110 S.Westshore Blvd. Tampa FL 33611 Hillsborough [email protected] 813-831-8213 Intercultural Communications, Inc. Tammy Johnson 18411 Keystone Grove Blvd Odessa FL 33556 Hillsborough [email protected] 813-842-3212 InterMixx Group Inc Conchita Burpee 10508 Bermuda Isle Drive Tampa FL 33647 Hillsborough [email protected] 813-333-0650 Intex Builders, LLC Shantell McLean PO BOX 272379 Tampa FL 33688 Hillsborough [email protected] 813-968-8090 InVictus Development, LLC Paula Rhodes 2002 North Lois Avenue Tampa FL 33607 Hillsborough [email protected] 813-448-7868 J Newton Enterprises, Inc. Carmen Vargas 11405 E Broadway Avenue Tampa FL 33584 Hillsborough [email protected] 727-547-0440 J P Griffin Inc Bryan Lingerfelt 604 N. Gilchrist Ave. Tampa FL 33606 Hillsborough [email protected] 813-251-6626 J. D. P. ELECTRIC, INC. Jo Anne Sharp 6600 N Florida Ave Tampa FL 33604 Hillsborough [email protected] 813-234-4004 J.S. NAGAMIA JAMAL NAGAMIA 11104 N. 61ST STREET TEMPLE TERRACE FL 33617 Hillsborough [email protected] 813-988-0727 j&vic painting.inc Victor Cala 5608 pinnacles heigths cir apt tampa FL 33624 Hillsborough [email protected] 813-376-5189 JaChi Lenz Studios Inc. Chiyelu Dallah 5401 W Kennedy Blvd Tampa FL 33609 Hillsborough [email protected] 888-272-0229 Jean-Rene Rinvil Studios Jean-Rene Rinvil 30616 USF Holly Dr. Tampa FL 33620 Hillsborough [email protected] 813-384-8502 Jeff Harrison Consulting DBA JDH Investigations Jeffry Harrison PO Box 31 Thonotosassa FL 33592 Hillsborough [email protected] 813-461-5520 Jerel McCants Architecture, Inc. Jerel McCants 1726 7th Avenue Tampa FL 33605 Hillsborough [email protected] 813-431-4575 Jimenez CPA Group Inc Michael Jimenez 6212 Soaring Avenue Temple Terrace FL 33617 Hillsborough [email protected] 813-727-6108 Jimmie Giles Financial Insurance Jimmie Giles Jr 3959 van dyke Lutz FL 33558 Hillsborough [email protected] 813-336-4550 JMI Professional Services, Inc Christina Davenport 1930 Land O Lakes Blvd. Lutz FL 33549 Hillsborough [email protected] 813-909-9466 Joint Enterprise Technologies LLC Richie Harris 1503 S. US Hwy 301 Tampa FL 33619 Hillsborough [email protected] 813-436-9946 Jones Logistics LLC Rodino Jones 11428 Blue Lilac Ave. Riverview FL 33578-3710 Hillsborough [email protected] 941-201-9068 JTK Trading LLC Henry Webb 19046 Bruce B Downs Blvd Tampa FL 33647 Hillsborough [email protected] 813-317-0836 JTM Painting Yesenia Martinez 206 Park spring Cir Plant City FL 33566 Hillsborough [email protected] 813-345-8503 Judith Noriega, Inc. Judy Noriega 4633 W Kensington Ave Tampa FL 33629 Hillsborough [email protected] 813-872-8282 Juturna Consulting, LLC Suzannah Folsom 15711 Mapledale Boulevard Tampa FL 33624 Hillsborough [email protected] 813-395-4004 jyvicpainting.inc victor cala 16440 offenhaur road odessa FL 33556 Hillsborough [email protected] 813-376-5189 K & M Quality Metal Framing, Inc. Karrie Hargot Toranzo P O Box 130283 Tampa FL 33681 Hillsborough [email protected] 813-541-1451 Keyotic Inc Scott Hopkins 8606 Misty Springs Court Tampa FL 33635 Hillsborough [email protected] 816-516-5706 Keys All Area Roofing, Inc. Rhonda Watson 1820 N. 57th Street Tampa FL 33619 Hillsborough [email protected] 813-247-7663 Kinetic Employment Solutions LLC Nastassia O'Connor 620 E Twiggs St Tampa FL 33602 Hillsborough [email protected] 813-325-9384 Kingdom Cooling and Heating, LLC LAURA RAMIREZ P.O. Box 542 Seffner FL 33583 Hillsborough [email protected] Kingdom Elite Services LLC. albert kelly 4624 landscape dr tampa FL 33624 Hillsborough [email protected] 813-804-9082 KJ&U Enterprise Inc Kamillia Jefferies 4231 Truman Drive Seffner FL 33584 Hillsborough [email protected] 239-600-9191 KJS CONSULTING Kay Jefferson 5156 Lakecastle Drive Tampa FL 33624 Hillsborough [email protected] 813-990-7379 KMD 89 Consulting, LLC LEAVE NO VET BEHIND Dewayne Kimble 235 Apollo Beach Blvd. Box 166APOLLO BEACH FL 33572 Hillsborough [email protected] 855-765-3137 Knowledge Quest Education Solutions Serena Perera 4508 Oak Fair Blvd. Tampa FL 33610 Hillsborough [email protected] 813-621-0009 KS Information Services Kelly Knecht Slovinac PO Box 130664 Tampa FL 33681 Hillsborough [email protected] 813-922-8221 KVJINC PR Kimberly Jackson 5013 E. Cluster Ave. Tampa FL 33617 Hillsborough [email protected] 813-335-9887 ______0103-24-1 Page 13 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE L Ortega & Associates of Tampa Bay, LLC. Luis Ortega 550 N. Reo Street Tampa FL 33609 Hillsborough [email protected] 813-261-5104 L.A. Design, Inc. Rachel Rodgers 11007 N. 56th Street Tampa FL 33617 Hillsborough [email protected] 813-985-1142 L.A. Design, P.A. Rachel Rodgers 10948 N. 56th St. Tampa FL 33617 Hillsborough [email protected] 813-985-1142 L.S. Curb Service, Inc. Terri Gunn 4206 James L Redman ParkwayPlant City FL 33567 Hillsborough [email protected] 813-737-1524 Lacy Brown Specialty Advertising LLC Stephanie Farmer 4500 Pippin Road Plant City FL 33567 Hillsborough [email protected] 813-659-0701 LAEQALI AND ASSOCIATES, INC. SYED ALI 602 OCONEE AVE., TAMPA FL 33606 Hillsborough [email protected] 813-253-3395 Lago Consulting & Services LLC Maria Bravo P. O. Box 10481 Tampa FL 33679 Hillsborough [email protected] 813-774-5559 Lane Engineering, Inc Mandy Parks 730 Kilgore Rd Plant City FL 33567 Hillsborough [email protected] 813-758-4858 Larry D Mason Business Services Inc LARRY MASON 11576 Weston course loop Riverview FL 33579 Hillsborough [email protected] 813-245-5608 Lazzara Enterprises, Inc. Mai Ly La Trace 420 S Royal Poinciana Dr Tampa FL 33609 Hillsborough [email protected] 813-203-9899 LDC INTERNATIONAL, INC. ANTONIO AMADEO 1406 W. Swann Ave. Tampa FL 33606 Hillsborough [email protected] 813-253-5321 LenMar Project Solutions, LLC Jamar Freeman PO BOX 891302 TAMPA FL 33689 Hillsborough [email protected] Leon and Associates, LLC Henry Leon 1510 Creekbend Dr Brandon FL 33510 Hillsborough [email protected] 813-504-4510 Leslie Saunders Insurance Agen Leslie Saunders 1535 N. Dale Mabry Hwy Lutz FL 33548 Hillsborough [email protected] 813-949-8964 Liberty Alliance, LLC Daniel Crist 4517 George Road Tampa FL 33634 Hillsborough [email protected] 813-533-6645 Lider Systems LLC Joseph Gonzalez PO Box 10400 Tampa FL 33679 Hillsborough [email protected] 800-775-5424 Lockdown Executives LLC Christopher Brown PO Box 3612 Plant City FL 33563 Hillsborough [email protected] 813-356-8309 Lorentina, LLC Lorentina Bunjaku 1724 E. 7TH AVE. Tampa FL 33605 Hillsborough [email protected] 813-443-0906 Lori Lehr Inc. Lori Lehr 3441 PITTMAN RD DOVER FL 33527 Hillsborough [email protected] 727-235-3875 Losey PLLC Mary Catherine Losey 100 South Ashley Drive Tampa FL 33602 Hillsborough [email protected] 407-986-0406 Lou Lus Devine CNA Tutorial Training Program L Minnie Wright 612 Bethune Drive Plant City FL 33563 Hillsborough [email protected] 813-495-2908 Lyle Engineering Group, Inc. Scott Lyle 8308 N. Saulray St. Tampa FL 33604 Hillsborough [email protected] 813-935-5009 Lyndan, Inc. Dana Guy 5402 E. Hanna Avenue Tampa FL 33610 Hillsborough [email protected] 813-977-6683 M.V. Tile, Marble & Granite Inc. Julio Nardin 4507 West Comanche Ave Tampa FL 33614 Hillsborough [email protected] 813-290-7837 M.V. Tile, Marble & Granite, Inc. Julio Nardin 5107 W Idlewild Ave TAMPA FL 33634 Hillsborough [email protected] 813-290-7837 M&R Catering Company LLC maria rumlin 4605 courtland st tampa, fl FL 33610 Hillsborough [email protected] 813-293-1995 M2M Marketing Concepts, LLC. Roy Venturini 5105 Interbay Blvd Tampa FL 33611 Hillsborough [email protected] 813-992-9282 MaineCorp Jermaine White 1109 Marbella Plaza Dr tampa FL 33619 Hillsborough [email protected] 813-525-7694 Mainstream IP Solutions, Inc. Steven Brown 6905 Eldorado Dr. Tampa FL 33615 Hillsborough [email protected] 813-327-6062 MAKING A STATEMENT, LLC Keshia Johnson P.O. Box 16967 TAMPA FL 33687 Hillsborough [email protected] 813-299-5900 Management Solutions of Tampa Inc Riadh Sookoor 3302 W Cypress Street Tampa FL 33607 Hillsborough [email protected] 813-459-2430 Manci Graphics Corp. Sam Manci 2705 N. Falkenburg Rd Tampa FL 33619 Hillsborough [email protected] 813-664-1129 Manley Brothers Welding and Fabrication, LLC Brandon Manley 17102 Kiteglide Court Lithia FL 33547 Hillsborough [email protected] 334-803-5595 MAPLE DIRECT MAIL LLC CHASITY DEMONTMOLL10150 HIGHLAND MANOR DRIVTAMPA FL 33610 Hillsborough [email protected] MarkMaster, Inc. MARK GOVIN 11111 N. 46th Street Tampa FL 33617 Hillsborough [email protected] 813-988-6000 Marley Nonami Incorporated Bethanie Nonami 3201 W. Hillsborough Avenue TAMPA FL 33614 Hillsborough [email protected] 813-842-9222 Martinez and Company, Inc. JUAN MARTINEZ PO Box 151436 Tampa FL 33684 Hillsborough [email protected] 813-781-9494 Mary Key & Associates, Inc. Mary Key 3010 W HAWTHORNE RD TAMPA FL 33611 Hillsborough [email protected] 813-831-9500 Mason Global LLC Alan Robinson 6133 Lanshire Dr Tampa FL 33634 Hillsborough [email protected] 813-323-3648 Master Consulting Engineers, Inc. Armando Castellon 5523 W Cypress St Tampa FL 33607 Hillsborough [email protected] 813-287-3600 masters architectural group 4, inc. Nicole Peterika 1000 N Ashley Dr TAMPA FL 33602 Hillsborough [email protected] 813-264-4441 Matcon Construction Services, Inc. Derek Mateos 3023 North Florida Avenue Tampa FL 33603 Hillsborough [email protected] 813-600-5555 Maven Asset Management Luke Gatza 18508 Turtle Dr. Lutz FL 33548 Hillsborough [email protected] 813-231-4690 MAX USA CORP BRANDI FLEMING 5609 E ADAMO DR SUITE A TAMPA FL 33619 Hillsborough [email protected] 813-621-9403 MAXIMO SUPPLY CORP MAXIMO ESCUDERO 5609 E. ADAMO DR. SUITE A TAMPA FL 33619 Hillsborough [email protected] 813-663-0701 MC Squared, Inc. Lauren Sabol 5808 A Breckenridge Parkway Tampa FL 33610 Hillsborough [email protected] 813-623-3399 McCall Service, Inc. Jerry Hall 10211 E. Columbus Drive Tampa FL 33619 Hillsborough [email protected] 904-301-0041 McKiernan Consulting Services LLC Cecilia McKiernan 3912 W. Oklahoma Ave Tampa FL 33616 Hillsborough [email protected] 813-966-1265 McLain & McLain Enterprises, Inc. Krista McLain 2403 East 4th Avenue Tampa FL 33605 Hillsborough [email protected] 813-876-9046 ______0103-24-1 Page 14 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE McPeak Real Estate Firm, Inc. James (Jim) McPeak 1463 Oakfield Drive Brandon FL 33511 Hillsborough [email protected] 813-495-3875 MDJ Group, LLC / MDJ Technology Solutions Julio Sanchez 9644 W. Linebaugh Avenue Tampa FL 33626 Hillsborough [email protected] 813-382-0145 Me2 Enterprises/Candid Consulting MONIQUE MAVOUR 4303 Walis Place Tampa FL 33610 Hillsborough [email protected] 561-352-3207 MediaSource Worldwide Inc. Deborah Fuddy 777 S. Harbour Island Blvd. Tampa FL 33602 Hillsborough [email protected] 813-259-9396 Mediation Pros, Inc Kasey Kimbrough 1411 N Westshore Blvd Tampa FL 33607 Hillsborough [email protected] 813-579-2180 Medical On Demand Staffing LLC DARRELL STOLLINGS 13542 N. Florida Ave Tampa FL 33613 Hillsborough [email protected] 813-963-7097 Merit Fasteners Tom Quay 5610 56th Commerce Park BlvdTampa FL 33610 Hillsborough [email protected] 407-461-9477 Meryman Environmental, Inc. Dale Meryman 10408 Blommingdale Avenue Riverview FL 33578 Hillsborough [email protected] 813-626-9551 Meskel & Associates Engineering, PLLC Antoinette Meskel 3110 Cherry Palm Drive Tampa FL 33619 Hillsborough [email protected] 904-519-6990 Metro Services Group, Inc. Juliett Gillespie 13749 N. Nebraska Ave. Tampa FL 33613 Hillsborough [email protected] 813-909-4925 metzger & willard, Inc. Nancy O Metzger 8600 Hidden River Parkway Tampa FL 33637 Hillsborough [email protected] 813-977-6005 Mewhirter Ventures, Inc. Jennie Mewhirter 9340-C N 56th Street Temple Terrace FL 33617 Hillsborough [email protected] 813-914-7006 MGN Promotions, Inc. Mercedes Nunez 17020 Dennis Rd. lutz FL 33558 Hillsborough [email protected] 813-968-3883 mgq & associates, inc. mario quevedo 3104 N. Armenia Ave Tampa FL 33607 Hillsborough [email protected] 813-877-8895 MGQ and Associates, Inc. Tina Fischbach 1719 E Columbus Drive Tampa FL 33605 Hillsborough [email protected] 813-877-8895 MidFlorida Armored & ATM Services Inc. danny persaud 4314 W MLK Blvd Tampa FL 33614 Hillsborough [email protected] 813-878-2342 Midwestern Construction Services, Inc. Martin Harper 802 4th Street SW Ruskin FL 33570 Hillsborough [email protected] 813-477-6986 Mijan Construction, LLC Charles Jackson 6408 N Armenia Ave, Ste. C2 Tampa FL 33604 Hillsborough [email protected] 419-297-0852 Milena International Inc Raoul Thomas 5004 East Fowler Ave Tampa FL 33617 Hillsborough [email protected] 904-553-3645 Millennium Commercial Cleaning Services, Inc. Fabricio Montesdeoca 3902 Henderson Blvd Tampa FL 33629 Hillsborough [email protected] 813-925-3565 Millennium Lawn & Landscape, Inc. Tamara Slayton 12032 Tarpon Springs Rd. Odessa FL 33556 Hillsborough [email protected] 813-920-8041 Millennium Technology Group LLC Darrell Forte 3001 N Rocky Point Drive E Tampa FL 33607 Hillsborough [email protected] 954-281-5035 MILLENNIUM VENDING CORPORATION ANTHONY DIAZ 4508 TOWN N COUNTRY BLVD TAMPA FL 33615 Hillsborough [email protected] 813-882-4300 MLE Designs Inc Michelle Earley 14603 Dartmoor Ln Tampa FL 33624 Hillsborough [email protected] 813-415-3039 MLI Integrated Graphic Solutions Jennifer Del Rio 505 North Rome Avenue Tampa FL 33606-1250 Hillsborough [email protected] 800-741-6838 Modern Cleaning Solutions, LLC Jana Korabecna P.O. Box 270221 Tampa FL 33688 Hillsborough [email protected] 813-900-0226 Money Management Wisdom LLC Merrie Allen 5403 Locklear Pl Riverview FL 33578 Hillsborough [email protected] 813-785-4618 Montani Semper Liberi, LLC Laurel Urena 2612 N 17th St Tampa FL 33605 Hillsborough [email protected] 813-459-5510 Montefu Consulting Inc Elizabeth Montefu 10150 Highland Manor Drive Tampa FL 33610 Hillsborough [email protected] 813-495-8787 MTX of Southwest Florida Inc Cora Supan 5331 Primrose Lake Circle Tampa FL 33647 Hillsborough [email protected] 813-202-8298 Murcia Painting, Inc. Rodrigo Murcia 2207 Parkview Drive Plant City FL 33563 Hillsborough [email protected] 813-476-8835 MURRAY COURT REPORTING Larry Murray 412 Madison Street Tampa FL 33602 Hillsborough [email protected] 813-225-1666 My Mamma's Bar-B-Q & Gourmet Sauces Michael Hippard 11730 Stonewood Gate Dr Riverview FL 33579 Hillsborough [email protected] 813-495-9757 Nest Egg Security Alvin Mitchell 7320 E. Fletcher Ave Tampa FL 33637 Hillsborough [email protected] 813-420-0835 Network 32 Access Group LLC Virgil Perry 141 Danube Avenue Tampa FL 33606 Hillsborough [email protected] 813-786-5311 New Age Reprographics, LLC Elaine Sumner 3642 W Kennedy Blvd Tampa FL 33609 Hillsborough [email protected] 813-426-3272 new tampa preferred contractors inc alfredo colon 20007 painting nature lane tampa FL 33647 Hillsborough [email protected] 9144135915 NewCom C3 Planners Ltd Co. William Newkirk 6809 Webb Rd Tampa FL 33615 Hillsborough [email protected] 813-240-7163 Next Day Signs Dory Johnson 6744 Memorial Hwy Tampa FL 33615 Hillsborough [email protected] 813-249-6398 Next Level Commercial Cleaning Egeu Tavares 9420 Lazy Ln Tampa FL 33614 Hillsborough [email protected] 813-514-0985 Nextgen Pest Solutions, Inc. Michael Holden 15709 WOODSHED PLACE Tampa FL 33264 Hillsborough [email protected] 813-444-5544 Nicolas Donut Shop LLC Diane Rosario 902 West Busch Boulevard Tampa FL 33612 Hillsborough [email protected] 813-932-1303 Nika Corporate Housing LLC Dominique Cagle 6402 S. Dale Mabry Hwy. Tampa FL 33611 Hillsborough [email protected] 813-857-2211 Nimitta LLC Priya Balasundaram 16207 Ashley Park Pl Tampa FL 33647 Hillsborough [email protected] 813-431-9931 Noise Consulting Group, Inc. Angelia Johnson 8875 Hidden River Pkwy Tampa FL 33637 Hillsborough [email protected] 813-626-1919 North Cipher Heather Camp 3433 Lithia Pinecrest Road Valrico FL 33596 Hillsborough [email protected] 813-699-9051 Northern Technologies Group david may 5425 Beaumont Center Blvd tampa FL 33634 Hillsborough [email protected] 813-885-7500 Northern Technologies Group, Inc. Wendy Hafner 19029 N. Dale Mabry Hwy. Lutz FL 33548 Hillsborough [email protected] 813-885-7500 Northern Technologies Group, Inc. Hala Hafner 14413 N. Nebraska Avenue Tampa FL 33613 Hillsborough [email protected] 813-885-7500 ______0103-24-1 Page 15 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Northwest Surveying, Inc. Kim Greenzweig 8409 Sunstate St. TAMPA FL 33634 Hillsborough [email protected] 813-889-9236 Nothern Technologies Group, Inc Wendy Hafner 14413 N Nebraska Ave Tampa FL 33613 Hillsborough [email protected] 813-885-7500 NovaCharge, LLC Helda Rodriguez 8710 W. Hillsborough Avenue Tampa FL 33615 Hillsborough [email protected] 813-333-1119 NovelEsolutions, Inc. Liza Grudin PO Box 586 Seffner FL 33584 Hillsborough [email protected] 239-220-4138 NURVA CORPORATION Chadwick Fernandez 3108 N. Boundary Blvd. Tampa FL 33621 Hillsborough [email protected] 813-261-0128 OHC Environmental Engineering, Inc. Kyndal Teague 101 S. HOOVER BLVD TAMPA FL 33609 Hillsborough [email protected] 813-626-8156 Omni Communications, LLC Jennifer Stafford 8509 Benjamin Road Tampa FL 33634 Hillsborough [email protected] 813-852-1888 One Call Construction Services, Inc. LILLY ZAITER 6600 S 32nd Ave Tampa FL 33619 Hillsborough [email protected] 813-526-3415 One Day Came Inc James Sampson 500 Westshore Blvd Tampa FL 33609 Hillsborough [email protected] 727-320-3260 One Day Came Inc. David Delancy 500 N. Westshore Blvd Tampa FL 33609 Hillsborough [email protected] 754-234-6011 Onicx LLC Dhvanit Patel 5600 Mariner Street Suite 140 Tampa FL 33609 Hillsborough [email protected] 813-964-0967 Open Workshop for Architecture + Design Jessica Shell 109 N. Brush St Tampa FL 33602 Hillsborough [email protected] 813-221-0973 Optimum Solutions, LLC Sherry Woodruff 3000 Bayport Drive Tampa FL 33607 Hillsborough [email protected] 813-727-7392 Optional Solutions, LLC Tammy Foster-Knight 28718 Oak Pond Rd #206 Wesley Chapel FL 33543 Hillsborough [email protected] 813-892-9888 P. A. S. ELECTRIC LLC ALVARO PADRON 4508 Lone Oak Road Plant City FL 33567 Hillsborough [email protected] 813-927-5216 P&M Consulting Group, Inc Sue Ann Murphy 4730 Rue Bordeaux Lutz FL 33558 Hillsborough [email protected] 813-503-8900 Padro Construction Ricardo Padro 4013 W La Salle Tampa FL 33607 Hillsborough [email protected] 813-784-2315 Painters On Demand, LLC Chris Jimenez 3201 N Florida Ave Tampa FL 33603 Hillsborough [email protected] 813-880-0001 Pamela B's LLC Pamela Bumpers Po Box 311753 Tampa FL 33680 Hillsborough [email protected] 813-863-5906 Par Development Partners Yancy Wilson 2109 E Palm Ave Tampa, FL 33605 Hillsborough [email protected] 813-374-2856 Paragon Building Contractors, Inc. Albert Davis 1201 West Waters Avenue Tampa FL 33604 Hillsborough [email protected] 813-935-1600 Patriot Prime Inc Cesar Rodriguez 108 Colson Rd Plant City FL 33567 Hillsborough [email protected] 813-579-0773 Paul's Mobile Tire Service Paul Norris P.O. Box16178 TAmpa FL 33687 Hillsborough [email protected] 813-448-4820 Payne's Environmental Services, LLC Jessica Coughlin 5617 Causeway Blvd Tampa FL 33619 Hillsborough [email protected] 813-677-6822 Peaks and Valleys Enterprises LLC Danny Ortiz 5407 Camberwell Lane Riverview FL 33578 Hillsborough [email protected] 813-767-5777 Pelz Environmental Services, Inc. Susan Pelz PO Box 961 Brandon FL 33509 Hillsborough [email protected] 813-447-0054 People Make Us, Inc. Ingrid Babajanof 4300 W Cypress Street Tampa FL 33607 Hillsborough [email protected] 813-853-0290 Pepe & Associates, Inc April Center 4517 W. Dale Ave Tampa FL 33609 Hillsborough [email protected] 813-282-1996 Pest Solutions of Tampa Bay Inc. Ivan Grajales 8912 Metheny Cir Tampa FL 33615-1361 Hillsborough [email protected] 813-496-0407 Phinazee Construction and Consulting Services, Angel Wood-Mark 3433 Lithia Pinecrest Rd Valrico FL 33596 Hillsborough [email protected] 813-381-3317 Phone-Link Fl LLC Juan Pipoli 4625 North Manhattan Tampa FL 33614 Hillsborough [email protected] 813-781-3529 Pivotal Control, LLC Christopher Chambers 2000 E12th Ave Tampa FL 33605 Hillsborough [email protected] 813-694-7014 Poage Law, PLLC William Poage 5830 Heronrise Crescent DR Lithia FL 33547 Hillsborough [email protected] 813-892-3888 Popa Enterprises LLC ERIKA POPA 6021 PRINTERY STREET TAMPA FL 33616 Hillsborough [email protected] 813-545-7475 PowerLogics, Inc. Colleen Dixon 1115 Marbella Plaza Drive Tampa FL 33619 Hillsborough [email protected] 800-357-8743 Premier Fire Sprinklers, Inc. Laura Funk Egg 5611 E, Chelsea St. - Ste. C Tampa FL 33610 Hillsborough [email protected] 813-630-4597 Priority 1 Protection LLC Michael K Snow 9745 Sage Creek Dr Ruskin FL 33573 Hillsborough [email protected] 813-863-1154 Pritchett Steinbeck Group, LLC Jocelyn Pritchett 4830 W Kennedy Blvd, Ste 600 Tampa FL 33609 Hillsborough [email protected] 813-947-4669 PRL Technologies Lou Tardona, Jr 3433 Lithia Pinecrest Rd VALRICO FL 33596 Hillsborough [email protected] 352-467-0140 Pro Health Services, Inc. Roberta Warren 7028 W Waters Ave #350 Tampa FL 33634 Hillsborough [email protected] 813-818-7676 Pro-Fit Development, Inc. terrance bradford 4007 N. Taliaferro Ave. Tampa FL 33606 Hillsborough [email protected] 813-514-8783 Prodigy Contracting Group, Inc. Denise Griffin 15901 N Florida Avenue Lutz FL 33549 Hillsborough [email protected] 813-962-8333 Prodigy Contracting Group, Inc. Denise Griffin 15901 N Florida Avenue Lutz FL 33549 Hillsborough [email protected] 813-962-8333 Progressive Engineering & Construction, Inc. Bridget Morello 12402 N 56th Street Tampa FL 33617 Hillsborough [email protected] 813-930-0669 Promise Construction and Repair Solutions LLC Rosie Delisca 10711 N 53rd St Temple Terrace FL 33617 Hillsborough [email protected] 813-988-8633 PSR Associates, Inc. Stephen Mendoza 10308 Carroll Shores Pl Tampa FL 33612 Hillsborough [email protected] 813-412-5246 Public Sector Performance Associates Monipatry Sanchez 4119 Woodlark Dr Tampa FL 33624 Hillsborough [email protected] 813-786-7219 Quality Building Controls Melissa Allen 10011 Williams Rd. Tampa FL 33624 Hillsborough [email protected] 813-885-5005 Quantum Drone Solutions, LLC Brent Quashie 1228 East 7th Ave, Suite 200 Tampa FL 33605 Hillsborough [email protected] 813-730-3352 ______0103-24-1 Page 16 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Quest Ecology Inc. Elisa Powell 735 Lakeview Drive Wimauma FL 33598 Hillsborough [email protected] 813-642-0799 Quick Trip Express Freight Service, Inc. Robyn L. Gyuru 4929 Tampa West Boulevard Tampa FL 33634 Hillsborough [email protected] 813-880-9300 Quip Systems LLC Christopher Barnes 2021 N Lemans Blvd, UNIT 140 Tampa FL 33607 Hillsborough [email protected] 813-439-7075 R & R Business Systems Solutions, Inc Celeste Cummings 126 N. Greenfield Avenue Temple Terrace FL 33617 Hillsborough [email protected] 813-980-3383 R,S & M, Inc. Luis Lugo 4640 Central Avenue St. Petersburg FL 33711 Hillsborough [email protected] 727-362-0116 R.D. Warden Ventures, LLC Dave Warden 19531 Crescent Rd Odessa FL 33556 Hillsborough [email protected] 727-336-9430 Ranon Inc Suzanne Asony 5109 N. Howard Avenue Tampa FL 33603 Hillsborough [email protected] 813-872-2725 RAPID STAFFING, INC. LANI HARLESS 2130 W BRANDON BLVD BRANDON FL 33511 Hillsborough [email protected] 813-651-1242 REA Remedial Solutions, L.C. Kevin Simmons PO Box 2281 Valrico FL 33595 Hillsborough [email protected] 813-657-0747 RealWired Inc. Brenda Dohring Hicks 518 N. Tampa St., Ste. 300 Tampa FL 33602 Hillsborough [email protected] 813-349-2700 Red Hat Services Inc LaSondria King 1111 Oakfield Dr Brandon FL 33511 Hillsborough [email protected] 813-324-6541 ReEmployAbility, Inc. Debra Livingston 521 Lake Kathy Drive Brandon FL 33510 Hillsborough [email protected] 813-663-9880 Refurbished Office Furniture Inc/DBA Reimagine Karen Beck 1212 N. 39th St. Suite 100 Tampa FL 33605 Hillsborough [email protected] 813-241-4515 Regency Reporting Service, Inc. Chere Barton 500 East Kennedy Boulevard Tampa FL 33602 Hillsborough [email protected] 813-224-0224 Reliability Consulting Services, Inc Bobby Woolbright 748 Kingston Ct Apollo Beach FL 33572 Hillsborough [email protected] 813-298-2617 Resource Solutions Group, Inc. Lisa Roberts 2701 North Rocky Point Drive Tampa FL 33607 Hillsborough [email protected] 813-288-4893 RHC and Associates,Inc. Joseph W. J. Robinson,PPOB 4505 Tampa FL 33677 Hillsborough [email protected] 813-254-0907 Rice Psychology Group, P.A. Wendy Rice 14310 N. Dale Mabry Hwy. Tampa FL 33618 Hillsborough [email protected] 813-969-3878 Riggs Construction, LLC MITCHELL RODRIGUEZ 133301 JAUDON RANCH RD DOVER FL 33527 Hillsborough [email protected] 813-758-8332 Rio Team, Inc. Neil Claridge 9507 N Trask Street Tampa FL 33624 Hillsborough [email protected] 347-763-6594 RIOS Architecture, Inc Alex Rios 700 S Harbour Island Blvd #235Tampa FL 33602 Hillsborough [email protected] 813-727-2101 riverview realty company lucy werner POBox 5561 Sun City Center FL 33571-5561 Hillsborough [email protected] 813-562-1340 RME ASSOCIATES, INC. RENEE KIPP P.O. Box 830 Lutz FL 33548-0830 Hillsborough [email protected] 813-948-2091 Rob Michael Inc. Robert Michael 16204 sagebrush rd tampa FL 33618 Hillsborough [email protected] 813-323-0304 Robert Reid Wedding Architects & Planners, AIASandra Feltner 4112 Cypress Street Tampa FL 33607 Hillsborough [email protected] 813-879-6996 Robinson, Wells, & Wright LLC H. Elena Wright 5668 Fish Hawk Crossing Blvd. Lithia FL 33547 Hillsborough [email protected] 847-436-0547 Rockin Roast Cafe, Inc. Vincent Simmons P.O. Box 21552 Tampa FL 33622-1552 Hillsborough [email protected] 855-767-2233 Rodriguez + Architecture, AIA PA Rene Rodriguez PO Box 320325 Tampa FL 33679-2325 Hillsborough [email protected] 813-288-8655 Rogers Dirt Works, Inc. Jason Markison P. O. Box 885 Lutz FL 33548 Hillsborough [email protected] 813-949-8339 Rosales Enterprises LLC. Steven Rosales 13042 Avalon Crest Court Riverview FL 33579 Hillsborough [email protected] 386-956-1863 Rosario Phillip Inc. Rosario Lasley 5116 Rolling Fairway Dr. Valrico FL 33596-8220 Hillsborough [email protected] 813-390-6395 Roundhouse Painting Llc Hector Ortiz 6001 Johns Road tampa FL 33634 Hillsborough [email protected] 813-966-1795 RSC DISTRIBUTORS, LLC Raymond Campbell 2210 N Highland Ave Tampa FL 33602 Hillsborough [email protected] 727-437-2197 Rusalka, Inc. Brian Thompson 4901 W Rio Vista Ave Tampa FL 33634 Hillsborough [email protected] 352-359-4279 S2 Solutions Co. Dharmesh Shah 8507 Kentucky Derby Dr. Odessa FL 33556 Hillsborough [email protected] 813-541-6195 Sabal Construction Inc. Brent Hebert 1036 Sylvia Lane Tampa FL 33613 Hillsborough [email protected] 813-997-2527 SafeSpot Semi Truck Parking, LLC Elizabeth Welch 5409 Britwell Court Tampa FL 33624 Hillsborough [email protected] 813-489-9798 Sally Dee, LLC Sally Dee 3508 W. Barcelona St. Tampa FL 33629 Hillsborough [email protected] 813-789-7122 Samjen of Tampa, Inc Bernel Hamilton Harris 10006 Cross Creek Blvd. Tampa FL 33647 Hillsborough [email protected] 813-388-5076 Sandra Leppert & Associates, Inc. Sandra Leppert 4315 Carrollwood Village DriveTampa FL 33618 Hillsborough [email protected] 813-962-8890 Sanjay Puranik llc Sanjay Puranik 275 BAYSHORE BLVD. TAMPA FL 33606 Hillsborough [email protected] 813-785-5553 SAT Industrial Supplies & Solutions Kevin Tyrrell 405 1st Ave SE Lutz FL 33549 Hillsborough [email protected] 352-457-1979 Scalar Consulting Group Inc Bobbie Bresson 13337 N. 56th Street Tampa FL 33617 Hillsborough [email protected] 813-988-1199 Schooner Properties, Inc. Frank Popeleski P O Box 2023 Valrico FL 33595 Hillsborough [email protected] 813-215-8699 SCONY REALTY, LLC Derek Holmes Sr 16350 BB Downs Blvd, #48942 Tampa FL 33646 Hillsborough [email protected] 813-713-5417 SCR Precision Tube Bending, Inc. Keri Siderio 5407 24th Ave. South Tampa FL 33619 Hillsborough [email protected] 813-622-7091 Scrubs N Stuff, Inc. Randy Koehler 15140 North Dale Mabry HighwTampa FL 33618 Hillsborough [email protected] 727-350-5838 Securance LLC Paul Ashe 13904 Monroes Business Park Tampa FL 33635 Hillsborough [email protected] 877-578-0215 Secure2ware Inc. Keith Ware 2718 Cedarcrest Place Valrico FL 33596 Hillsborough [email protected] 813-425-5900 ______0103-24-1 Page 17 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE Security 101 Randall Raszick 3902 Corporex Park Drive Tampa FL 33619 Hillsborough [email protected] 813-335-6721 Sekhem Development Tanisha Hall-Anderson P.O. Box 89971 Tampa FL 33689 Hillsborough [email protected] 913-735-4364 SEM POWER LLC Brett Emes 4466 Eagle Falls Place Tampa FL 33619 Hillsborough [email protected] 813-477-8486 Senior CompuCare SouthEast, LLC Karen Smith 10810 Boyette Rd Riverview FL 33569 Hillsborough [email protected] 813-362-2575 Senior Moments of Tampa Bay Melinda Tubbs 3610 E North Bay Street Tampa FL 33610 Hillsborough [email protected] 813-313-6859 Sextant Strategic Consulting, LLC Duane Smith 7853 Gunn Hwy Tampa FL 33626-1611 Hillsborough [email protected] 703-727-3334 Shelton Financial Services Inc. Tyrone Shelton 1308 South Collins Street Plant City FL 33563 Hillsborough [email protected] 813-708-9595 SIERRA CONCRETE INC. Arturo Sierra 6403 S. County Line Rd Plant City FL 33567 Hillsborough [email protected] 813-967-0617 Simply Axiom LLC Debbie Hollifield 8875 Hidden River Parkway Tampa FL 33637 Hillsborough [email protected] 813-363-3773 Small Street Construction Piyush Mulji 15432 N Nebraska Ave Tampa FL 33549 Hillsborough [email protected] Small Street Construction Company, Inc. Piyush Mulji 5412 Pioneer Park Boulevard Tampa FL 33634 Hillsborough [email protected] 813-498-2337 Smiley's Restoration & Painting Services, LLC. Sidney Samuels 6112 Duncan RD Riverview FL 33578 Hillsborough [email protected] 813-810-5750 Soaring Eagle Consultuing, Inc. Daniel Mart 235 Apollo Beach Blvd Apollo Beach FL 33572 Hillsborough [email protected] 813-641-3434 Sol Davis Printing, Inc Solomon Davis 5205 N. Lois Avenue Tampa FL 33614 Hillsborough [email protected] 813-353-3609 Somera & Sons construction llc. Rick Somera 11608 Balintore Drive Riverview FL 33579 Hillsborough [email protected] 954-214-2233 Southern Construction of Guenther Brown LLC Cameron Guenther 808 Old Welcome Rd Lithia FL 33547 Hillsborough [email protected] 269-365-2526 Southern Construction of Guenther Brown, LLC Shawn Brown 808 Old Welcome Rd. Lithia FL 33547 Hillsborough [email protected] 813-760-7993 Soviasoft Technologies Sangeeta Bhasin 8445 Pine River Road Tampa FL 33637 Hillsborough [email protected] 813-200-7119 Spaulding Decon, LLC Rebecca Grissom 3615 East 7th Avenue Tampa FL 33605 Hillsborough [email protected] 813-298-7122 spotless cleaning 7 LLC Towando reid 1414 9th st se ruskin FL 33570 Hillsborough [email protected] 813-370-3645 SpotOn Digital Media Robyn Spoto 3104 N Armenia Ave Tampa FL 33607 Hillsborough [email protected] 813-340-1211 SRI Tech Solutions, Inc. Hari Thota 15310 AMBERLY DRIVE Tampa FL 33647 Hillsborough [email protected] 813-423-6500 Star Quality, Inc. Denise Sanchez 4006 West Crest Ave. Tampa FL 33614 Hillsborough [email protected] 813-875-9955 StorSoft Technology Corp Jonathan Evans P.O. Box 172455 Tampa FL 33672 Hillsborough [email protected] 954-436-9292 Strategist Project Support Services, LLC Oteman Delancy 100 South Ashley Drive Tampa FL 33602 Hillsborough [email protected] 813-784-3731 Stream Team Preservations RICHARD HALEY 1255 AUTUMN DR LOT 255 TAMPA FL 33613-2313 Hillsborough [email protected] 813-453-6393 SUCA Pipe Supply Inc. Secedrick McIntyre 4801 Tannery Ave Tampa FL 33624-4533 Hillsborough [email protected] 813 9662983 Summit Infrastructure, LLC Corey Gathers PO Box 6303 Brandon FL 33508 Hillsborough [email protected] 813-444-8143 Sunbelt Sod & Grading Co.,Inc. LESLEY SILVA 819 9th St NE Ruskin FL 33570 Hillsborough [email protected] 813-641-9855 Suncoast Architectural Studios Alia Qureshi 16536 N. Dale Mabry hwy Tampa FL 33618 Hillsborough [email protected] 813-300-1799 Superior Office Management, Inc. Gail DeMott 5305 S MacDill Avenue Tampa FL 33611 Hillsborough [email protected] 813-835-9032 Superior Structures Inc. Beshara Harb 7042 Benjamin Road Tampa FL 33634 Hillsborough [email protected] 813-884-2636 SUPREME ELECTRIC, INC. MARK LEWIS 8806 CAUSEWAY BLVD TAMPA FL 33578 Hillsborough [email protected] 813-433-6932 Swan Management Group, LLC Keith Swanson 4714 N Clark Ave Tampa FL 33614 Hillsborough [email protected] 813-317-8655 Sweetgum Environmental Robert DeGraaf 903 W Morse Street Plant City FL 33563 Hillsborough [email protected] 813-365-2411 System One International, Inc Carlos Roman 7509 Yardley Way Tampa FL 33647 Hillsborough [email protected] 813-972-5539 System Soft Technologies, Inc Sreedhar Veeramachan3000 Bayport Drive, Tampa FL 33607 Hillsborough [email protected] 727-723-0801 Tampa Laundry Company LLC Amanda Martinez-Mon 4520 West Gandy Blvd Tampa FL 33611 Hillsborough [email protected] 813-924-7811 TCC Enterprise Inc Kevin Campbell 3902 E Powhatan Ave tampa FL 33610 Hillsborough [email protected] 813-606-9148 TEC-LINK, LLC DEREK HOLMES 16350 Bruce B Downs Blvd TAMPA FL 33646 Hillsborough [email protected] 813-929-3222 Tenex Software Solutions, Inc. Alka Gupta 5402 W. Laurel St Tampa FL 33607 Hillsborough [email protected] 813-545-5651 Terminus Surveying LLC Jason Douglas 2752 Jason Street Tampa FL 33619 Hillsborough [email protected] 813-681-4481 Test Lab, Inc. Mark Cornwell 4112 W. Osborne Ave Tampa FL 33614 Hillsborough [email protected] 813-872-7821 The A. D. Morgan Corporation Rebecca Smith 716 N. Renellie Dr. Tampa FL 33609 Hillsborough [email protected] 813-832-3033 The Ariel Business Group, Inc. Thomas Huggins, III 3706 W. McKay Avenue Tampa FL 33609 Hillsborough [email protected] 800-804-2066 THE ARTEC GROUP, INC. Louis Sanchez 1411 N. Westshore Blvd. Tampa FL 33607 Hillsborough [email protected] 813-281-2247 The Cake Girl Kristina Lavallee 13713 N Dale Mabry Hwy Tampa FL 33618 Hillsborough [email protected] 813-360-0909 The Center for Transformation and Innovation, LRana Kasti 3802 Spectrum Blvd Tampa FL 33612 Hillsborough [email protected] 813-333-1401 The Dohring Group, Inc. Jeff Hicks 518 N. Tampa Street Tampa FL 33602 Hillsborough [email protected] 813-223-9111 ______0103-24-1 Page 18 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE The Josephs Group Sean Josephs 9765 Fox Hollow Rd. Tampa FL 33647 Hillsborough [email protected] 813-843-8323 The Leytham Group Bethany Leytham 518 North Tampa Street Tampa FL 33602 Hillsborough [email protected] 813-245-1522 The Leytham Group Bethany Leytham 518 N. Tampa Street Tampa FL 33602 Hillsborough [email protected] 8132235951 The Omnia Group, Inc. Steve Rorrer 1501 W Cleveland Street Tampa FL 33606 Hillsborough [email protected] 813-254-9449 The Red Carpet Modeling Agency Terri Silar 3314 Henderson Blvd. Ste. 104 Tampa FL 33609 Hillsborough theredcarpetmodelingagencytampa@yahoo210-259-7899 The San Francisco Upholstery Group Chuck Laney 15805 knollview dr tampa FL 33624 Hillsborough [email protected] 703-371-4757 The Valerin Group, Inc. Valerie Ciudad-Real 13014 N. Dale Mabry Highway Tampa FL 33618 Hillsborough [email protected] 813-751-0478 The Wave Express LLC Couri Dunn 8610 Alexandra Arbor LN Temple Terrace FL 33637 Hillsborough [email protected] 8139068594 Tierra, Inc. Luis Mahiquez 7351 Temple Terrace Highway Tampa FL 33637 Hillsborough [email protected] 813-989-1354 Tint One Inc. Gregory Lockhart 3005 Tampa FL 33610 Hillsborough [email protected] 813-766-1637 TJR PROCUREMENT, LLC Tim Johnson 3320 San Juan St. Tampa FL 33629 Hillsborough [email protected] 813-574-2250 TNI Consultants LLC Terrie Nolinske 9223 Rockrose Drive Tampa FL 33647 Hillsborough [email protected] 813-973-2102 Tobin Media Group LLC Doug Tobin 19046 Bruce B. Downs Blvd Tampa FL 33647 Hillsborough [email protected] 727-580-7692 Total Communication Therapy, LLC Shayna Smith 9204 Bella Terraza Way Temple Terrace FL 33617 Hillsborough [email protected] 954-699-5616 Townsend Contracting Inc. Jennifer Townsend PO Box 5913 PLANT CITY FL 33563 Hillsborough [email protected] 813-478-0482 Tracy Weixelbaum CPA, PLC Tracy Weixelbaum 2811 Winding Trail Drive Valrico FL 33596 Hillsborough [email protected] 813-571-9639 Traffic Control Products of Fl, Inc. Orlando Nunez 5514 Carmack Road Tampa FL 33610 Hillsborough [email protected] 813-621-8484 Training with Marta Marta Pearson 7831 Social Circle B Tampa FL 33614 Hillsborough [email protected] 813-495-3021 Trans-State Consulting, LLC Melissa Harvey P O Box 3893 Plant City FL 33563 Hillsborough [email protected] 813-918-9684 Triage Partners LLC Patricia Dominguez 1715 N Westshore Blvd Tampa FL 33607 Hillsborough [email protected] 813-801-9869 Trident Treatment & Dewatering, LLC dba MAS Emarc eichenholtz 5227 Brighton Shore Drive Apollo Beach FL 33572 Hillsborough [email protected] 813-833-1625 Trinity Construction Management, LLC Pamela Smith Paggio 2246 Destiny Way Odessa FL 33556 Hillsborough [email protected] 727-645-6901 Tryana, LLC Brian Thompson 4414 N. 56th St. Tampa FL 33610 Hillsborough [email protected] 352-359-4279 Ultramatics, Inc Saravanan Seshadri 14502 N Dale Mabry Hw., Tampa FL 33618 Hillsborough [email protected] 813-891-0300 Unforgettable Occasion, Inc. Keisha Pickett P.O. Box 4381 Brandon FL 33509 Hillsborough [email protected] 813-903-9247 UNITED ONE COMMUNICATIONS LLC Carl Chaisson 808 N Franklin St. Tampa FL 33602 Hillsborough [email protected] 813-260-2200 Universal Contractring Services, Inc Hadeel Elsheshaiy 5008 W. Linebaugh Ave Tampa FL 33624 Hillsborough [email protected] 813-966-1508 UR3NA, LLC David Urena 2612 N. 17th St Tampa FL 33605 Hillsborough [email protected] 813-415-7872 Urban Metals, LLC Troy Underwood 1301 N 26TH ST TAMPA FL 33605-5534 Hillsborough [email protected] 813-241-2801 Utilica Inc Nasser Hanif 4322 Spinnaker Cove Ln Tampa FL 33615 Hillsborough [email protected] 770-331-8012 V.H.Jr.,& Associates, Inc Villard Houston Jr P O BOX 77244 TAMPA FL 33675 Hillsborough [email protected] 877-845-5273 Valdez Cable Wiring, Inc. Sarah Valdez 803 Parsons Pointe St Seffner FL 33584 Hillsborough [email protected] 813-810-4218 VALIDUS ENGINEERING GROUP, LLC AMY NEIDRINGHAUS 3612 Blossom Country Trail Plant City FL 33567 Hillsborough [email protected] 813-785-3779 Van Doornik Engineering & Consulting Brigida Van Doornik 7234 Lithia Pinecrest Rd Lithia FL 33547 Hillsborough [email protected] 813-643-2432 Vanguard Vision, LLC Carlos Colon-Rivera 401 East Jackson St. STE 2340 Tampa FL 33602 Hillsborough [email protected] 813-524-0624 Varsity Enterprises, Inc. Wilfred Vazquez 4905 W. State St. Tampa FL 33609 Hillsborough [email protected] 813-289-8344 Vaughan Construction Ashley Vaughan 6223 Bayshore Blvd Tampa FL 33611 Hillsborough [email protected] 321-693-6769 Venatore LLC Tiffany Martin 1302 N. 19th St., Suite 125 Tampa FL 33605 Hillsborough [email protected] 813-229-7500 Venture Network Solutions Inc Steven Brautigam 2913 W Leila Ave Tampa FL 33611 Hillsborough [email protected] 386-795-4728 Veritable Planning & Solutions, PLLC Harold Seabrook 4830 W Kennedy Blvd Ste 600 Tampa FL 33609 Hillsborough [email protected] 813-695-0339 Versa-Tile & Marble, Inc. Nicholas Deshaun Wom1620 Sand Hollow Lane Valrico FL 33594 Hillsborough [email protected] 850-259-4667 VetNet Global Solutions Group Michael Brooks 5138 Whispering Leaf Trail Valrico FL 33596 Hillsborough [email protected] 813-701-9777 Vision Management Inc Mario Crittenden 426 W. Waters Ave TAMPA FL 33604 Hillsborough [email protected] 813-444-7203 Vistra Communications, LLC Brian Butler 18315 N US Highway 41 Lutz FL 33549 Hillsborough [email protected] 813-961-4700 Vital, Inc Michael Bell 1228 East 7th Ave. Tampa FL 33605 Hillsborough [email protected] 813-632-8222 Vivid Consulting Group LLC. Mercedes Young 4223 N.30th st. Tampa FL 33610 Hillsborough [email protected] 813-965-4440 Vivid Consulting Group LLC. Mercedes Young 2902 W. Lutz lake Fern road Lutz FL 33558 Hillsborough [email protected] 8139888100 VoltAir Constructors LLC Kristie Williams 220 W 7th Ave, Suite 210 Tampa FL 33602 Hillsborough [email protected] 813-867-4899 VoltAir Consulting Engineers, Inc Kristie Williams 220 West 7th Avenue, Suite 21 Tampa FL 33602 Hillsborough [email protected] 813-867-4899 ______0103-24-1 Page 19 MBE/WBE Vendors Report NAME CONTACT ADDRESS CITY STATE POSTAL CODE COUNTY EMAIL PHONE VS Office Solutions, LLC Lizbeth Shaver 4803 LONGWATER WAY TAMPA FL 33615 Hillsborough [email protected] 813-503-2182 Walker Design Group, Inc. Nancy Walker 1810 W. Kennedy Blvd. Tampa FL 33606 Hillsborough [email protected] 813-875-3322 Wendt Productions, Inc Susan Wendt PO Box 819 Odessa FL 33556-0819 Hillsborough [email protected] 813-920-5000 West Coast Associates of Tampa, Inc. Doris Cimino 2835 Overpass Rd Tampa FL 33619 Hillsborough [email protected] 813-766-6855 Westcarb Enterprises,Inc Morrell Thomas 13654 N. 12th St. STE 2 Tampa FL 33613 Hillsborough [email protected] 727-819-0953 Whitehattools Kenneth Compres 1514 Acadia Harbor Pl Brandon FL 33511 Hillsborough [email protected] 347-784-1791 Wire Development. LLC Holly Garcia 1-7 N 11th Street Tampa FL 33602 Hillsborough [email protected] 813-267-1725 WISE CONSULTING GROUP, LLC Julia Wise 6010 Hammock Woods Dr. Odessa FL 33556 Hillsborough [email protected] 813-938-0724 Workplace Integration Jim Smittle 5129 West Rio Vista Tampa FL 33634 Hillsborough [email protected] 813-542-1015 WSP Consultants, Inc. Mary McCallum-Payne 18815 Annelis Drive Lutz FL 33548 Hillsborough [email protected] 813-909-2420 Xtreme Painting Services, Inc Amalia Vega 7910 N. Armenia Ave #A Tampa FL 33604 Hillsborough [email protected] 813-875-1155 Xtremely Clean Janitorial Service, LLC. Wanda Barton 5470 E. Busch Blvd. Ste. 190 Temple Terrace FL 33617 Hillsborough [email protected] 863-660-9199 YOLA INC. Yolanda Cazares PO Box 341045 Tampa FL 33694-1045 Hillsborough [email protected] 813-963-5958 Your Name Printing & Envelope Mfg. Co. Inc. Christine Fitzgibbon 6502 N 54th Street Tampa FL 33610 Hillsborough [email protected] 813-621-2408 Zane Contracting Inc Matthew Kime 3105 Lake Ellen Dr. Tampa FL 33618 Hillsborough [email protected] 816-673-5821 Zenith Business Group, Inc Dale Coram PO Box 340249 Tampa FL 33694 Hillsborough [email protected] 813-425-2922 Zimmerman & Sanchez Information Group, LLC Jhoan Sanchez PO BOX 262666 Tampa FL 33685 Hillsborough [email protected] 813-906-9744 Zuniga Marketing Jose Zuniga P.O. Box 801 Ruskin FL 33575 Hillsborough [email protected] 813-393-6083

______0103-24-1 Page 20 MBE/WBE Vendors Report SECTION 00811

Department of Economic Opportunity – Community Development Block Grant Program Form SC-51 Bidding Information and Contractor Eligibility April, 2015

Local Government: Town of Zolfo Springs, Florida CDBG Contract #: 19DB-ON-07-35-02-N13 Use a separate form for each prime contractor hired under the CDBG subgrant.

A construction contract is expected to be awarded to the contractor listed below. Please advise whether the prime contractor is identified on the List of Parties Excluded from Federal Procurement Programs.

Wage Decision Information Prime Contractor Bid Amount Bid Date Number Modification Name: $ FL

DUNS #: FL

Describe the construction work to be performed:

List any subcontractors that will be working under the prime contract: 1) 4) 2) 5)

3) 6)

A. Is there additional work to be bid? Yes* No B. Is contract award to the apparent low bidder? Yes No* C. After bid opening, was any bidder allowed to modify his bid, or was the project changed Yes* No in any way? D. Was any bidder rejected or allowed to withdraw after bid opening? Yes* No E. If there is only one bid, is it within the estimate or do the files document that the Yes No* N/A bid is reasonable? F. Has the prime contractor documented efforts to obtain minority and women subcontractors as required by 24 CFR 85.36(e)(2)(vi)? (Documentation of efforts must be Yes No* retained in project files for review and reporting purposes.) G. Did any party (bidder, sub, or supplier) file a protest? (Subgrantees must have written Yes* No protest procedures.)

* For these situations, please provide details on a separate sheet of paper. It is recommended that the subgrant administrator discuss this with CDBG staff before the contract is awarded to ensure compliance with procurement regulations.

Name Signature Date 73C-23.0051, FAC

0103-24-1 00811-1 Section 3 Compliance Information

SECTION 00811

Department of Economic Opportunity – Small Cities Community Development Block Grant Program Form SC-52 Section 3 Participation Report (Construction Prime Contractor) April, 2015

Local Government: Town of Zolfo Springs, Florida CDBG Contract #: 19DB-ON-07-35-02-N13

This form must be completed by the prime contractor for any construction contract over $100,000. Voluntary reporting for contracts under $100,000 is encouraged. Contractor’s Name:

Contractor’s DUNS Number: Contract Amount: $______

1. Does the business qualify as a “Section 3 Business Concern” because a) It is at least 51% owned by Section 3 residents*, or Yes No b) At least 30% of its permanent full-time employees are i) Currently Section 3 residents*, or Yes No ii) Were Section 3 residents* within first three years of employment, or Yes No c) Will at least 25% (dollar value) of construction subcontracts (no material/supplies/ equipment vendors unless they are also installing same) be to businesses meeting (a) or (b) above? Yes No If yes, list any Section 3 subcontractors and subcontract amount: Subcontractors SSubcontract Amount $ $ $ 2. Will the contractor be hiring any additional staff (office or field) for this project? Yes No

• If yes, what types of jobs will be filled, and how many additional hires are estimated in each job type?

*Section 3 resident means: (1) A public housing resident; or (2) An individual who resides in the metropolitan area or nonmetropolitan county in which the section 3 covered assistance is expended, and who is: (i) A low-income person, as this term is defined in section 3(b)(2) of the 1937 Act (42 U.S.C. 1437a(b)(2)). Section 3(b)(2) of the 1937 Act defines this term to mean families (including single persons) whose incomes do not exceed 80 per centum of the median income for the area, as determined by the Secretary, with adjustments for smaller and larger families, except that the Secretary may establish income ceilings higher or lower than 80 per centum of the median for the area on the basis of the Secretary’s findings that such variations are necessary because of prevailing levels of construction costs or unusually high or low-income families; or (ii) A very low-income person, as this term is defined in section 3(b)(2) of the 1937 Act (42 U.S.C. 1437a(b)(2)). Section 3(b)(2) of the 1937 Act (42 U.S.C. 1437a(b)(2)) defines this term to mean families (including single persons) whose incomes do not exceed 50 per centum of the median family income for the area, as determined by the Secretary with adjustments for smaller and larger families, except that the Secretary may establish income ceilings higher or lower than 50 per centum of the median for the area on the basis of the Secretary’s findings that such variations are necessary because of unusually high or low family incomes. (3) A person seeking the training and employment preference provided by section 3 bears the responsibility of providing evidence (if requested) that the person is eligible for the preference.

Note: This contract is funded with federal funds, and this information is required for construction contracts over $100,000 for reporting purposes. See Section 3 portion of CDBG Supplemental Conditions for Construction Projects for additional information. 73C-23.0051, FAC

0103-24-1 00811-2 Section 3 Compliance Information SECTION 00811

Department of Economic Opportunity – Small Cities Community Development Block Grant Program Form SC-53 Section 3 Participation Report (Construction Subcontractor) April, 2015

Local Government: Town of Zolfo Springs, Florida CDBG Contract #: 19DB-ON-07-35-02-N13

This form must be completed by construction subcontractors when the prime contract is at least $100,000. (Do not include the cost of equipment or material supplies unless you are installing also.) Voluntary reporting is encouraged when the prime contract is under $100,000.

Subcontractor’s Name:

Subcontractor’s DUNS Number:______Subcontract Amount: $______

1. Does the business qualify as a “Section 3 Business Concern” because

a) It is at least 51% owned by Section 3 residents*, or Yes No b) At least 30% of its permanent full-time employees are

i) Currently Section 3 residents*, or Yes No ii) Were Section 3 residents* within first three years of employment, or Yes No 2. Will the subcontractor be hiring any additional staff (office or field) for this project? Yes No • If yes, what types of jobs (e.g., laborer, equipment operator) will be filled, and how many additional hires are estimated in each job type?

Note: This contract is funded with federal funds, and this information is required for reporting purposes for projects costing over $100,000. See Section 3 portion of CDBG Supplemental Conditions for Construction Contracts for additional information.

73C-23.0051, FAC

0103-24-1 00811-3 Section 3 Compliance Information

SECTION 00811

Department of Economic Opportunity – Small Cities Community Development Block Grant Program Form SC-54 Documentation for Business Claiming Section 3 Status April, 2015

Name of Business:

DUNS Number of Business:______

Address of Business:

Type of Business: Corporation Partnership Sole Proprietorship Joint Venture

Attached is the following documentation as evidence of our Section 3 status:

For a business claiming status as a Section 3 resident-owned enterprise

Copy of resident lease Copy of receipt of public assistance Copy of evidence of participation in a public Other evidence assistance program

For a business claiming Section 3 status by subcontracting 25 percent of the dollar amount awarded to qualified Section 3 businesses

List of Section 3 subcontractor(s) and subcontract amount(s).

For a business claiming Section 3 status based on at least 30 percent of their workforce currently qualifying as Section 3 residents or having been qualified as Section 3 eligible residents within three years of date of first employment with the business

List of all current full-time employees, and List of employees claiming Section 3 status and for each such employee: PHA/IHA Residential lease less than three years from date of employment, or Other evidence of Section 3 status less than three years from day of employment.

I certify that the above information is correct.

Signature

Type Name and Title

Date

Note: The local government shall maintain this form and supporting documentation in the CDBG project files for review during monitoring. 73C-23.0051, FAC

0103-24-1 00811-4 Section 3 Compliance Information SECTION 00812

Department of Economic Opportunity – Small Cities Community Development Block Grant Program Form SC-37 Certification Regarding Debarment, Suspension, and Other Responsibility Matters (Primary Covered Transactions) April, 2015

Recipient: Town of Zolfo Springs, Florida CDBG Contract Number: 19DB-ON-07-35-02-N13

Name of Company Selected as a Prime Contractor: DUNS Number:

1) The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1)(b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. (2) Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal.

Authorized Signature Date

Name Typed

Title

Street Address

City, State, Zip

(24 CFR 24.510 and 24 CFR, Part 24, Appendix A) 73C-23.0051, FAC

0103-24-1 00812-1 Certification Regarding Debarment, Suspension, Etc. (Primary)

SECTION 00813

Department of Economic Opportunity – Small Cities Community Development Block Grant Program Form SC-38 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion (Subcontractor) April, 2015

Recipient: Town of Zolfo Springs, Florida CDBG Contract Number: 19DB-ON-07-35-02-N13

Name of Subcontractor:

DUNS Number:

Lower Tier Covered Transactions

(1) The prospective lower tier participant certifies, by submission of this document, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency.

(2) Where the prospective lower tier participant is unable to certify to the above statement, the prospective participant shall attach an explanation to this form.

Authorized Signature Date

Name Typed

Title

Street Address

City, State, Zip

(24 CFR 24.510 and 24 CFR, Part 24, Appendix A)

73C-23.0051, FAC

0103-24-1 00813-1 Certification Regarding Debarment, Suspension, Etc. (Subcontractor) SECTION 00814

SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

1. This sworn statement is submitted to Town of Zolfo Springs, Florida by [print individual's name and title]

for [print name of entity submitting sworn statement]

whose business address is

and (if applicable) its Federal Employer Identification Number (FEIN) is

(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn

statement: .)

2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision or any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere.

4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:

1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

0103-24-1 00814-1 Sworn Statement on Public Entity Crimes 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [indicate which statement applies.]

Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order]

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.

[signature]

Sworn to and subscribed before me this day of , 20

Personally known

OR Produced identification Notary Public - State of

My commission expires

(Printed typed or stamped commissioned name of notary public)

Form PUR 7068 (Rev. 04/10/92)

0103-24-1 00814-2 Sworn Statement on Public Entity Crimes SECTION 00900

ADDENDA AND MODIFICATIONS

Bidding addenda and/or modifications issued prior to signing of the construction agreement are to be attached hereto.

END OF SECTION

0103-24-1 00900-1 Addenda and Modifications SECTION 01060

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS: The general provisions of the Contract, including General and Supplementary Conditions apply to the work specified in this section.

1.02 SPECIFIED CODES:

A. The design of the work is based on the requirements of the latest editions of the Florida Building Code, Florida Fire Prevention Code, Florida Accessibility Code, NFPA 70 National Electric Code, NFPA 101 Life Safety Code and National Fire Protection Association requirements, whichever is most stringent.

B. The site work is based on the latest edition of the Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, hereinafter referred to as the Florida DOT Specifications or DOT Spec.

C. The Contractor shall ensure the work complies to the aforementioned codes and regulations as they apply to the project whether or not specifically referenced elsewhere.

1.03 REFERENCE STANDARDS:

A. Except as otherwise required by Paragraph 1.02 all products and workmanship shall conform to best quality materials and practices recognized by agencies, associations, councils, etc., specified in individual sections.

B. In the absence of specified agencies, associations, councils, etc., the Contractor shall conform to the requirements of the most widely recognized standards for each particular portion of the work.

1.04 PERMITS:

A. A Florida Department of Environmental Protection Water Distribution System Permit has been obtained and is included at the end of this section. Construction of the project shall be performed so as to allow the Owner to meet the requirements and stipulations of this permit.

B. Should Additive Alternate work become funded, the Town will apply for a Florida Department of Transportation (FDOT) Utility Permit to construct the proposed improvements. The Contractor shall comply with the permit conditions.

0103-24-1 01060-1 Regulatory Requirements C. Building Permit, If Applicable: Contractor shall apply for and obtain a Hardee County building permit.

D. FDEP NPDES: Contractor shall apply for and obtain an NPDES permit for Stormwater Discharge from Large and Small Construction Activity. Application shall include Stormwater Pollution Prevention Plan. See Section 02370.

1.05 FEES: Contractor shall be responsible for all fees associated with the permits for which he applies.

1.06 SUBMITTALS:

A. Copy of Application B. Copy of Approved Permit

END OF SECTION

0103-24-1 01060-2 Regulatory Requirements

In the matter of an Application for Permit by:

Linda Roberson DEP File No. 151967-013-DS/C Town Manager Hardee County Town of Zolfo Springs P.O. Box 162 Zolfo Springs, FL 33890 [email protected]

NOTICE OF PERMIT ISSUANCE

Enclosed is Permit Number 151967-013-DS/C to construct public water mains, issued pursuant to Section(s) 403.087(l), Florida Statutes.

This permit is final and effective on the date filed with the clerk of the Department unless a petition is filed in accordance with the paragraphs below or unless a request for extension of time in which to file a petition is filed within the required timeframe and conforms to Rule 62-110.106(4), Florida Administrative Code. Upon timely filing of a petition or a request for an extension, this permit will not be effective until further Order of the Department.

A person whose substantial interests are affected by this permit may petition for an administrative proceeding (hearing) in accordance with sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and must be filed (received) with the Agency Clerk for the Department of Environmental Protection, Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000, within 14 days of receipt of this Notice. Petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. Failure to file a petition within this time period shall constitute a waiver of any right such person may have to request an administrative determination (hearing) under sections 120.569 and 120.57 of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed pursuant to Rule 28-106.205, of the Florida Administrative Code.

A petition must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests will be affected by the agency determination; (c) A statement of how and when the petitioner received notice of the agency decision;

www.dep.state.fl.us

Permittee: DEP File No.: Town of Zolfo Springs 151967-013-DS/C Linda Roberson Page 2

(d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts which petitioner contends warrant reversal or modification of the Department’s action; (f) A statement of the specific rules or statutes the petitioner contends requires reversal or modification of the Department’s action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by petitioner, stating precisely the action that the petitioner wants the Department to take.

A petition that does not dispute the materials facts on which the Department’s action is based shall state that no such facts are in dispute and otherwise contain the same information as set forth above, as required by Rule 28-106.301, of the Florida Administrative Code.

Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that, the Department’s final action may be different from the position taken by it in this Notice. Persons whose substantial interests will be affected by any such final decision of the Department on the petition have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above.

When the Order (Permit) is final, any party to the Order has the right to seek judicial review of the Order pursuant to section 120.68 of the Florida Statutes, by filing a Notice of Appeal pursuant to Rule 9.110 of the Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department.

Executed in Hillsborough County, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

______for Pamala Vazquez Program Administrator Permitting & Waste Cleanup Program Southwest District

Permittee: DEP File No.: Town of Zolfo Springs 151967-013-DS/C Linda Roberson Page 3

CERTIFICATION OF SERVICE

The undersigned duly designated deputy agency clerk hereby certifies that this Notice of Permit Issuance and all copies were mailed/electronically transmitted before the close of business on August 13, 2018, to those persons listed.

FILING AND ACKNOWLEDGEMENT

Filed, on this date, under Section 120.52(7), Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged.

August 13, 2018 Clerk Date

Copies Furnished to:

Jason R. Shepler, P.E., Mittauer & Associates, Inc., [email protected] David Ayala, DEP SWD, [email protected]

ELECTRONIC CORRESPONDENCE

PERMITTEE: PWS ID NUMBER: 625-0332 Town of Zolfo Springs PERMIT NUMBER: 151967-013-DS/C Linda Roberson, Town Manager DATE OF ISSUE: August 13, 2018 P.O. Box 162 EXPIRATION DATE: August 12, 2023 Zolfo Springs, FL 33890 COUNTY: Hardee [email protected] PROJECT: CDBG 19 NR Water System Improvements & Lift Station Rehabilitation

This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Florida Administrative Code (F.A.C.) Chapters 62-4, 62-550, 62-555 and 62-560. The above named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawings, plans, and other documents attached hereto or on file with the Department and made a part hereof and specifically described as follows:

TO CONSTRUCT: A water distribution system to serve the town of Zolfo Springs.

PROPOSED CONSTRUCTION INCLUDES: Extension of a two inch and six-inch PVC water main to connect to existing water mains throughout distribution system. No new demand is proposed as part of this permit. Pipes will replace existing lines.

IN ACCORDANCE WITH: preliminary design report, engineering drawings and related documents, prepared by Jason R. Shepler, P.E., [Mittauer & Associates, Inc.].

LOCATION: The water distribution system is located south of State Road 64 and north of E. Eighth Street, in Hardee County, Florida.

www.dep.state.fl.us

A. General Conditions

The permittee shall be aware of and operate under the Permit Conditions below. These applicable conditions are binding upon the permittee and enforceable pursuant to Chapter 403, Florida Statutes. [F.A.C. Rule 62-555.533(1)]

1. The terms, conditions, requirements, limitations and restrictions set forth in this permit, are "permit conditions" and are binding and enforceable pursuant to Sections 403.141, 403.727, or 403.859 through 403.861, F.S. The permittee is placed on notice that the Department will review this permit periodically and may initiate enforcement action for any violation of these conditions.

2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the Department.

3. As provided in Subsections 403.087(6) and 403.722(5), F.S., the issuance of this permit does not convey any vested rights or any exclusive privileges. Neither does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. This permit is not a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in this permit.

4. This permit conveys no title to land or water, does not constitute State recognition or acknowledgment of title, and does not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the State. Only the Trustees of the Internal Improvement Trust Fund may express State opinion as to title.

5. This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, or plant life, or property caused by the construction or operation of this permitted source, or from penalties therefore; nor does it allow the permittee to cause pollution in contravention of Florida Statutes and Department rules, unless specifically authorized by an order from the Department.

6. The permittee shall properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed and used by the permittee to achieve compliance with the conditions of this permit, as required by Department rules. This provision includes the operation of backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by Department rules.

7. The permittee, by accepting this permit, specifically agrees to allow authorized Department personnel, upon presentation of credentials or other documents as may be required by law and at reasonable times (reasonable time may depend on the nature of the concern being investigated), access to the premises where the permitted activity is located or conducted to:

a. Have access to and copy any records that must be kept under conditions of the permit; b. Inspect the facility, equipment, practices, or operations regulated or required under this permit; and c. Sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Department rules.

8. If, for any reason, the permittee does not comply with or will be unable to comply with any condition or limitation specified in this permit, the permittee shall immediately provide the Department with the following information:

a. A description of and cause of noncompliance; and b. The period of noncompliance, including dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the noncompliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the Department for penalties or for revocation of this permit.

2 9. In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source which are submitted to the Department may be used by the Department as evidence in any enforcement case involving the permitted source arising under the Florida Statutes or Department rules, except where such use is prescribed by Sections 403.111 and 403.73, F.S. Such evidence shall only be used to the extent it is consistent with the Florida Rules of Civil Procedure and appropriate evidentiary rules.

10. The permittee agrees to comply with changes in Department rules and Florida Statutes after a reasonable time for compliance; provided, however, the permittee does not waive any other rights granted by Florida Statutes or Department rules. A reasonable time for compliance with a new or amended surface water quality standard, other than those standards addressed in Rule 62-302.500, shall include a reasonable time to obtain or be denied a mixing zone for the new or amended standard.

11. This permit is transferable only upon Department approval in accordance with Rule 62- 4.120 and 62-730.300, F.A.C., as applicable. The permittee shall be liable for any non-compliance of the permitted activity until the transfer is approved by the Department.

12. This permit or a copy thereof shall be kept at the work site of the permitted activity.

13. This permit also constitutes:

a. Determination of Best Available Control Technology (BACT) b. Determination of Prevention of Significant Deterioration (PSD) c. Certification of compliance with State Water Quality Standards (Section 401, PL 92-500) d. Compliance with New Source Performance Standards

14. The permittee shall comply with the following: a. Upon request, the permittee shall furnish all records and plans required under Department rules. During enforcement actions, the retention period for all records will be extended automatically unless otherwise stipulated by the Department.

b. The permittee shall hold at the facility or other location designated by this permit records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation) required by the permit, copies of all reports required by this permit, and records of all data used to complete the application for this permit. These materials shall be retained at least three years from the date of the sample, measurement, report, or application unless otherwise specified by Department rule.

c. Records of monitoring information shall include: i. the date, exact place, and time of sampling or measurements; ii. the person responsible for performing the sampling or measurements; iii. the dates analyses were performed; iv. the person responsible for performing the analyses; v. the analytical techniques or methods used; vi. the results of such analyses.

15. When requested by the Department, the permittee shall within a reasonable time furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware the relevant facts were not submitted or were incorrect in the permit application or in any report to the Department, such facts or information shall be corrected promptly.

B. Regulatory Section

1. All construction must be in accordance with this permit. Before commencing work on project changes for which a construction permit modification is required per 62-555.536(1), the permittee shall submit to the Department a written request for a permit modification. Each such request shall be accompanied by one copy of a revised construction permit application, the proper processing fee and one copy of either a revised preliminary design report or revised drawings, specifications and design data. [F.A.C. Rule 62-555.536].

2. Permitted construction or alteration of public water supply systems must be supervised during construction by a professional engineer registered in the State of Florida if the project was designed under the responsible charge of a professional engineer licensed in the State of Florida. The permittee must retain the service of a professional engineer registered in the State of Florida to observe that construction of the project is in accordance with the engineering plans and specifications as submitted in support of the application for this permit. [F.A.C. Rule 62-555.520(3)].

3. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoe remains, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, the permitted project should cease all activities involving subsurface disturbance in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section at 850.245.6333 or 800.847.7278, as well as the appropriate permitting agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources and the permitting agency. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes.

4. In accordance with General Condition #11 of this permit, this permit is transferable only upon Department approval. Persons proposing to transfer this permit must apply jointly for a transfer of the permit within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service by the Department using form, 62-555.900(8), Application for Transfer of a PWS Construction Permit along with the appropriate fee. [F.A.C. Rule 62-555.536(5)]

5. This permit satisfies Drinking Water permitting requirements only and does not authorize construction or operation of this distribution system prior to obtaining all other necessary permits from other program areas within the Department, or required permits from other state, federal, or local agencies.

6. This permit is for CONSTRUCTION ONLY of the distribution system project. This permit shall not infer that the clearance necessary for connection will be granted. Any such clearance shall be granted only when the connection point has been permitted and cleared for use by the Department and the public water system to which the water main extension will be connected, has the capacity necessary to meet the design water demands of all customers to be served by the water main extension. Partial clearance may be granted, if required.

7. If gasoline contamination is found at the construction site, work shall be stopped and the proper authorities notified. With the approval of the Department, ductile iron pipe and fittings, and solvent resistant gaskets materials shall be used in the contaminated area. The ductile pipe shall be used in the contaminated area. The ductile iron pipe shall extend 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat, covered with waterproof covering, and held for disposal. If the site cannot be properly cleaned, then consultation with the Department is necessary prior to continuing with the project construction.

8. This permit does not constitute approval of construction on jurisdictional wetland areas; therefore such approval must be obtained separately from the Water Management District or from DEP ERP Section, as applicable, Permittee shall provide a copy of the permit approval to the Department if water main installation involves activities on wetlands.

4 C. Construction Standards

1. All products, including paints, which shall come into contact with potable water, either directly or indirectly, shall conform with National Sanitation Foundation (NSF) International, Water Chemicals Codex, Food Chemicals Codex, American Water Works Association (AWWA) Standards and the Food and Drug Administration, as provided in Rule 62-555.320(3), F.A.C. 2. Water supply facilities, including mains, pipe, fittings, valves, fire hydrants and other materials shall be installed in accordance with the latest applicable AWWA Standards and Department rules and regulations. The system shall be pressure and leak tested in accordance with AWWA Standard C600 C603, or C605, as applicable, and disinfected in accordance with AWWA Standard C651-653, as well as in accordance with Rule 62-555.340, F.A.C.

3. The installation or repairs of any public water system, or any plumbing in residential or nonresidential facilities providing water for human consumption, which is connected to a public water system shall be lead free in accordance with Rule 62-555.322, F.A.C.

4. When any existing asbestos cement (AC) pipes are replaced under this permit, the permittee shall do so in accordance with the applicable rules of Federal Asbestos Regulation and Florida DEP requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air and Waste Management section managers prior to commencing any such activities at (813)-470-5700. Please be aware that a notification is required to be submitted to the Department for a regulated project.

5. Permittee shall maintain vertical clearance and horizontal separation between water mains and sanitary sewers, storm sewers, etc. unless approved otherwise by the Department, as provided in Rule 62-555.314, F.A.C., and Section 8.6 of Recommended Standards for Water Works, a manual adopted by reference in Rule 62- 555.330(3), F.A.C.

6. Permittee shall ensure that there shall be no cross-connection with any non-potable water source in accordance with Rule 62-555.360, F.A.C.

D. Operational Requirements

1. The supplier of water shall operate and maintain the public water system so as to comply with applicable standards in F.A.C. Rule 62-550 and 62-555.350.

2. The permittee shall have complete record drawings produced for the project in accordance with Rule 62- 555.530(4), F.A.C.

E. Monitoring Provisions

This section does not apply to the distribution system.

F. Clearance Requirements

1. The permittee must instruct the engineer of record to request system clearance from the Department within sixty (60) days of completion of construction, testing and disinfecting the system. Bacteriological test results shall be considered unacceptable if the test were completed more than 60 days before the Department received the results. [F.A.C. Rule 62-555.340(2)(c)]

Permitted construction or alteration of a public water system may not be placed into service until a letter of clearance has been issued by this Department. [F.A.C. Rule 62-555.345]

2. Prior to placing this project into service, Permittee shall submit, at a minimum, all of the following to the Department for evaluation and approval for operation, as provided in Rules 62-555.340 and 62-555.345, F.A.C.:

a. the engineer’s Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components Into Operation {DEP Form 62-555.900(9)}; b. certified record drawings, if there are any changes noted for the permitted project. c. two consecutive days of satisfactory bacteriological analytical results (see paragraph 3 below). d. copy of a satisfactory pressure test of the process piping performed in accordance with AWWA Standards. [F.A.C. Rule 62-555.320(21)(a)(1)] In order to facilitate the issuance of a letter of clearance, the Department requests that all of the above information be submitted as one package.

3. The new facilities shall be cleaned, disinfected, and bacteriologically cleared in accordance with Chapter 62-555, F.A.C. The bacteriological clearance data representative of the distribution system (in accordance with the instructions for Bacteriological Sampling Locations shown below) shall be submitted to the Department with the engineer's certification of construction completion. [Section 62-555.340 and 62- 555.315(6)(b), F.A.C.]

Bacteriological Sampling Locations: Copies of satisfactory bacteriological analyses taken from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62-555.315 (6), 62-555.320(12)(d), 62-555.350(6), 62-555.340 and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651-92 as follows: • The endpoint of the proposed addition; • Any water lines branching off a main extension; • Every 1,200 feet of water main; • Each location shall be sampled on two separate days (at least 6 hours apart) with sample point locations and chlorine residual readings clearly indicated on the report and/or drawings. • Bacteriological sample results will be considered unacceptable if the tests were completed more than 60 days before the Department receives the results.

Executed in Hillsborough County, Florida

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

______for Pamala Vazquez Program Administrator Permitting & Waste Cleanup Program Southwest District

Enclosures: Utilities Separation Requirements

cc: Jason R. Shepler, P.E., Mittauer & Associates, Inc., [email protected] David Ayala, DEP SWD, [email protected]

www.dep.state.fl.us

SECTION 01150

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 GENERAL: Measurement and payment will be based upon actual quantities of work completed and accepted in accordance with the Contract Documents. No separate payment will be made for incidental clearing, excavation, trenching, dewatering, backfilling, compaction, finish grading, leakage tests, surveying, density tests, bacteriological tests or other incidental items of work required to complete the project or required by the Agreement, but not specifically shown in Drawings or defined within this Specification Section.

1.02 EQUIPMENT AND MATERIALS IN STORAGE: Partial payment for materials and equipment in proper storage at the site of the work or other approved storage site will be made for those items for which the Contractor has submitted paid invoices to the Engineer.

1.03 ESTIMATED QUANTITIES: Where quantities are shown they are approximate and are given only as a basis of calculation upon which the award of the contract is to be made. Owner or Engineer do not assume any responsibility for the final quantities, nor shall Contractor claim misunderstanding because of such estimate of quantities. Final payment will be made only for the satisfactorily completed quantity of each item.

1.04 METHOD OF MEASUREMENT:

A. Measurement of Length: Unless otherwise specified for the particular items involved, all measurements of distance for items to be paid for on the basis of length shall be taken horizontally or vertically.

B. Measurement of Area: In the measurement of items paid for on the basis of area of finished work, the lengths and/or widths to be used in the calculations shall be the actual dimensions measured along the surface of the completed work within the neat lines shown or designated.

1.05 MEASUREMENT: The listed item numbering utilizes the Base Bid sequencing. The same categories shall be utilized for the Additive Alternate items.

A. Item No. 1 - Mobilization: Mobilization shall be on a lump sum basis and shall include all labor, equipment, and materials necessary to mobilize to the job site including administrative cost and the cost of bonds and insurance. The cost for mobilization shall be limited to five percent (5%) or less of the total construction cost.

0103-24-1 01150-1 Measurement and Payment B. Item No. 2 - Water Main, Conventionally Installed: Pipe for each class, size, and type will be measured along the centerline of the pipe installed. No deduction will be made for the length of valves and fittings installed in the line. Payment for the work will be at the Contract Unit Price shown for each respective item and shall be full compensation for the item of work completed, including all required removal of grassing; excavation; dewatering; native soil backfilling; laying and jointing pipe; all required bell restraints; pressure and leakage testing; swabbing, flushing and disinfecting; de-chlorination (if required); furnishing and placing steel decking over excavations; all sheeting, shoring, and bracing required to maintain excavations in a safe condition; protecting existing structures, utilities and property both public and private; placing and removing all traffic signs and barriers and maintaining traffic; cleaning up the site; furnishing and installing locate wiring, locate wire test stations, locate wire-related appurtenances and locate wire testing; furnishing all material, labor, tools, and equipment; as- builts; and all incidental and related work required to complete the work of the item. No additional payment shall be made for vertical deflection of the proposed pipeline to accommodate the vertical installation (minimum required cover) of the gate valves, but all costs shall be merged with the associated line item in the Bid Form.

Cost incurred by the Contractor to provide 2-inch and 3-inch fittings associated with the pipe work shall not be paid for separately, but shall be included in the cost of furnishing and installing the 2-inch and 3-inch water main.

Where the measurement terminates at a valve, bend, tee or other fitting, the centerline of the valve or fitting shall be the point of termination. All trench work over five feet in depth shall comply with the Laws of Florida, Chapter 90-96, SS 553, FLORIDA TRENCH SAFETY ACT. No separate measurement and payment is provided for this item. Costs associated with compliance shall be incorporated into the lineal foot price for water main construction.

C. Item No. 3 - Water Main, Horizontal Directional Drilled: Measurement of HDPE or fusible PVC pipe shall be on a horizontal, linear foot basis (i.e. “Plan-View”) and shall include all items necessary to directionally drill the indicated length and diameter of HDPE or fusible PVC at the specified locations. The contractor’s unit price shall include all equipment, mobilization, pipe, traffic control, test holes, utility locates, pipe connection adapters, any required sleeves, testing, temporary valves, clean-up, etc.

D. Item No. 4 - Gate Valve and Box: Measurement shall be on the basis of furnishing and installing each type of valve and size of valve required including the valve box, cover, bell restraints and concrete collar/ring. Payment for the work will be made at the Contract Unit Price and shall be full compensation for the item of work including furnishing and installing the

0103-24-1 01150-2 Measurement and Payment valve, complete, with all required excavation and backfill, necessary jointing, adapter pieces, concrete supports (if applicable), mechanical restraints at valve, nuts, bolts, socket clamps, sleeves; valve box and cover, valve tags, electronic ball markers; valve box extension (if applicable); debris shield; placing and removing all traffic signs and barriers, and maintaining traffic; furnishing all material, labor, tools and equipment; flushing and disinfecting; performing hydrostatic and leakage testing; and all incidental and related work required to complete the item. For HDPE installations, payment shall also include mechanical or flange connection joint adapters and associated electro-fused couplings.

E. Item No. 5 - Ductile Iron Fittings: Measurement of ductile iron fittings shall be on the basis of weight. The weights used to determine the quantity installed shall be the weights of the appropriate fittings as listed in the supplier's invoice. The provided quantity is based on weights for Full Body Fittings. The weight of the glands, bolts and gaskets shall not be added to the listed weight of the fittings. The cost of galvanized pipe fittings and fittings made of PVC shall be included in the unit price per foot of the respective pipe used unless a specific fitting is listed on the bid form.

F. Item No. 6 - Connection to Existing Main: Measurement shall be the actual number of units per size furnished and installed. Payment shall include locating the existing pipe, earthwork, maintenance of traffic, valve boxes/covers, flushing/disinfection, hydrostatic-leakage testing and the connection to the existing piping exclusive of pipe lengths and fittings which will be paid at their respective unit prices. In addition, payment shall include the following per-Bid Item:

• Item 6(a) - Cutting-in Sleeve: Payment for the work will be made at the contract Unit Price for each respective valve or fitting requiring a sleeve and shall be full compensation for the item of work, complete, including all required excavation; backfill; shutting down and dewatering the pipelines; cutting openings in the pipelines to accept the new valve or fitting and removing, stockpiling or otherwise disposing of the existing pipe section or existing valve or fitting removed; furnishing and installing the new valve or fitting; furnishing and installing all necessary pipe, couplings, sleeves, pipe adapters, concrete supports; mechanical restraints on valve or fitting; electronic ball markers; all nuts, bolts, glands, and socket clamps; furnishing and installing valve box, valve box extension (if applicable) and valve box cover; placing and removing all traffic signs and barriers and maintaining traffic; furnishing all material, labor, tools, and equipment; flushing and disinfecting, performing hydrostatic and leakage testing, and all incidental and related work required to complete the work of the items.

0103-24-1 01150-3 Measurement and Payment • Item 6(b) - Coupling: Payment for the work will be made at the Contract Unit Price and shall be full compensation for the items of work including furnishing and installing any required Hymax, Dresser, or similiar coupling to transition from an existing cast iron or AC pipeline to the new PVC water main complete with all necessary incidental work required to complete the work and all materials, labor, tools and equipment.

• Items 6(c) and (d) - Line Stop and Insert-A-Valve: Payment for the work will be made at the Contract Unit Price and shall be full compensation for the items of work including, but not limited to plugging of the existing main utilizing the "line stop" method or insertion of Insert-A-valve; furnish and install fabricated steel line stop fittings; epoxy coated, w/304 SS nuts and bolts; closure completion plugs (sized as required, or an approved equal); 150# blind flange (sized as required) w/304 SS nuts and bolts; 2" equalization/purge fittings; subsequent removal and disposal of line stop; excavation; removal/disposal and subsequent replacement of pavement; concrete work (support for line stop fittings); concrete thrust collar; restrained joint plug and tie rods as required; lifting and rigging equipment; all required removal of grassing; excavation; de-watering; native soil backfill; furnishing and placing steel decking over excavations; all sheeting, shoring, and bracing required to maintain excavations in a safe condition; flushing, protecting existing structures, utilities and property both public and private; placing and removing all traffic signs and barriers and maintaining traffic; as-builts; cleaning up the site; furnishing all material, labor, tools and equipment; and all incidental and related work to complete the item.

• Item 6(e) - Tapping Sleeve and Valve: Payment for the work will be made at the Contract Unit Price for each respective item and shall be full compensation for the item of work, complete, with all necessary excavation and backfill; jointing, adapter pieces, concrete supports (if applicable); mechanical restraints at valve; electronic ball markers; all nuts, bolts, socket clamps, sleeves; valve boxes, valve box extensions (if applicable) and valve box covers; debris shield; placing and removing all traffic signs and barriers and maintaining traffic; furnishing all material, labor, tools and equipment; flushing and disinfecting; performing hydrostatic and leakage testing and all incidental and related work required to complete the item.

• Item 6(f) - SS Service Saddle Tap: Payment for the work will be made at the Contract Unit Price for each respective item and shall be full compensation for the item of work, complete, with all necessary excavation and backfill; jointing, adapter pieces, concrete supports (if applicable); mechanical restraints at valve; all nuts, bolts, socket clamps, sleeves; valve boxes, valve box extensions (if applicable) and

0103-24-1 01150-4 Measurement and Payment valve box covers; debris shield; placing and removing all traffic signs and barriers and maintaining traffic; furnishing all material, labor, tools and equipment; flushing and disinfecting; performing hydrostatic and leakage testing and all incidental and related work required to complete the item.

G. Item No. 7 - Water Services: Measurement will be the actual number of water services installed at all depths, locations, and sizes designated within the Drawings or at locations identified by the Engineer. The Contractor's unit price shall include fittings, saddles, valves, removal of existing meter boxes and water meters, meter box, auto-read water meter, service pipe, double- check valve assembly (if required), and miscellaneous items to the right-of- way including reconnection to each Customer’s water service piping. The price shall include the cost of a pipe push or directional drill under an existing pavement and sidewalks for services which extend to the opposite side of the road which are identified as “long” on the Bid Form. No separate payment for other miscellaneous items not identified in the bid will be made. Pay Items No. 7(a) and 7(c) address the double services shown on the Plans and specified in the WATER SERVICE DETAIL on SHEET NO. 11. The unit costs shall include all costs to provide a double-service including but not limited to: service connection, service piping, fittings, valves, two meter boxes, two meters, etc.

H. Item No. 8 - Temporary Sample Tap: Measurement will be the actual number of each sample tap installed and removed. There shall be no payment for temporary sample taps utilizing alternative methods unless this item is specifically listed on the bid form. Contractor’s unit price shall be full compensation to include furnishing and installing complete, all necessary piping; service saddle; corp stop; plug; bushings; ends; tees; smooth hook; hose bib; gate valve; furnish all material, labor, tools, and equipment; and all incidental/related work to complete the tap.

I. Item No. 9 - Flushing Hydrant: Measurement will be the actual number of each type (above or below grade) flushing valve assembly furnished and installed. Payment for the work will be made at the contract unit price for each flushing valve assembly and shall be full compensation for the item of work, complete, including all required excavation; backfill; installing box and cover; valves; piping; bedding; flushing and disinfection; sample taps installed and removed; furnishing all material, labor, tools and equipment; and all incidental and related work to complete the item.

J. Item No. 10 - Fire Hydrant Assembly: The quantity to be paid will be the actual number of units furnished and installed. Each assembly shall include: the fire hydrant, pipe, restraints, stone sump, isolation valve, valve box & cover, connection tee to water main, and related appurtenances. Payment for the work will be made at the Contract Unit Price and shall be full compensation for the item of work, complete, including all required excavation and backfill; placing and removing all traffic signs and barriers and

0103-24-1 01150-5 Measurement and Payment maintaining traffic; furnishing and installing the hydrant (regardless of “bury depth”) and hydrant extension (if required); restraint rods; all nuts, bolts, glands, and socket clamps; construction of the hydrant sump including selected stone fill; lateral pipe; rod restraints; tee; valve; valve box and cover; furnishing all material; labor, tools and equipment; performing hydrostatic and leakage testing; and all incidental and related work required to complete the item.

K. Item No. 11 - Abandonment of Piping by Sealing & Removal of Existing Fire Hydrants: The abandonment of all existing pipe shall be on a lump sum basis and shall include all labor, equipment, and materials necessary to execute and seal ends of all abandoned pipe. Payment shall include all excavating, sealing, grout/mortar and brick, maintenance of traffic, and restoration for complete abandonment. All existing fire hydrant assemblies on abandoned lines shall be removed to the isolation valve. Removal of existing piping through limited portions of the project shall also be included within this payment item. No separate payment will be made for extra precautions involving interaction or exposure to asbestos cement (AC) pipe. Those costs shall be included in the lump sum price.

L. Item No. 12 - Removal & Replacement of Unsuitable Soils: The quantity for payment shall be the actual number of cubic yards of unsuitable soils removed and replaced with suitable backfill material, as determined by the Engineer. Payment of the applicable unit price per cubic yard of unsuitable soils shall be full compensation for furnishing all labor, materials, and equipment to replace the unsuitable soils with suitable backfill material, as well as hauling and disposal of excess material unsuitable for backfill. If utilized, this Pay Item will be limited to paved areas within the project. All non-paved areas will utilize native soils for backfill and trench preparation. Removal and replacement of unsuitable materials shall be limited to paved areas of the project.

M. Item No. 13 - Removal & Replacement: Measurement will be in square yards or lineal feet, as designated on the Bid Form, of all asphaltic roadway, pavement (concrete, asphalt, limerock or gravel), driveway (concrete, asphalt, limerock or gravel), concrete sidewalk, or curb and gutter removed and replaced. Payment for the unit price shall include full compensation for furnishing all labor, materials, equipment, maintenance of traffic, testing, saw cutting, joints, etc. to remove and replace those areas as specified in the Drawings. Each sub item is clarified as follows:

• Item 13(a) - Asphalt Pavement: Roadway removal shall be accomplished with straight saw cut lines with required transitional pavement as denoted in the Drawings. Roadway replacement shall include a sub-base, limerock base, and Type S-3 asphalt and conform to all Specifications.

0103-24-1 01150-6 Measurement and Payment • Item 13(b) - Concrete Sidewalk: Sidewalk removal shall occur within existing joints and shall not require new joints to be saw cut. Replacement shall include subgrade preparation, and wire mesh reinforcement in accordance with the Drawings. Total concrete thickness per the Drawings. Sidewalk shall be constructed in accordance with FDOT requirements.

• Item 13(c) - Concrete Driveway: Driveway removal shall be accomplished with straight saw cut lines or utilization of existing joints.

• Item 13(d) - Gravel Driveway: Driveway replacement shall include removal and disposal of existing rock, subgrade preparation, and installation of gravel per the Drawings.

• Item 13(e) - Limerock Driveway: Driveway replacement shall include removal and disposal of existing limerock, subgrade preparation, and installation of limerock per the Drawings.

• Item 13(f) - Asphalt Driveway: Driveway removal shall be accomplished with straight saw cut lines. Replacement shall include subgrade preparation, limerock base, and asphalt per the Drawings.

N. Item No. 14 - Removal of Existing Drainage Piping: The quantity for payment shall be the actual lineal feet of drainage pipe, for each piping size and type listed in the Bid Form, removed along the horizontal projection of the center line of pipe. Payment will be compensation in full for removal of grassing; excavating; removal of piping; transporting and disposal of the pipe and appurtenances; placing and removing all traffic signs and barriers; maintaining traffic, A-3 soil fill replacement; backfill and compacting; and all restoration as required.

O. Item No. 15 - Drainage Improvement: Measurement will be in lineal feet or per each, as designated on the Bid Form, of all drainage culverts (i.e. piping), pre-cast or cast-in-place mitered end sections, and pre-cast or cast-in-place endwalls/headwalls. For each Bid Form item, payment is defined as follows:

• Item 15(a) - ERCP Culvert: Payment for the work will be at the Contract Unit Price and shall be full compensation for work completed, including removal of grassing; excavation; de-watering; native soil backfilling; laying pipe; installing filter fabric at joints; furnishing and placing steel decking over excavations; all sheeting, shoring and bracing required to maintain excavations in a safe condition; protecting existing structures, utilities and property both public and private; placing and removing all traffic signs and barriers and maintaining traffic; cleaning up the site; furnishing all material, labor, tools, and equipment and all incidental and related work required to complete the item.

0103-24-1 01150-7 Measurement and Payment • Item 15(b) - ERCP M.E.S.: Payment for the work will be at the Contract Unit Price shown for each respective item and shall be full compensation for the item of work completed, including removal of grassing; excavation; de-watering; native soil backfilling; installing structure; furnishing and placing steel decking over excavations; all sheeting, shoring and bracing required to maintain excavations in a safe condition; protecting existing structures, utilities and property both public and private; placing and removing all traffic signs and barriers, and maintaining traffic; cleaning up the site; furnishing all material, labor, tools and equipment and all incidental and related work required to complete the item.

P. Item No. 16 - Audiovisual Documentation: Payment shall be on a lump sum basis for videoed documentation of the entire project area as defined within the Specification.

Q. Item No. 17 - Grassing: Payment shall be on a lump sum basis for all grassing disturbed during the course of construction. Payment shall include all necessary soil preparation, sod, seed, sowing, fertilizer, mulch and irrigation as required by the Specifications. Sodding is limited to those areas that abut a roadway edge of pavement.

R. Item No. 18 - Lift Station Rehabilitation: The lift station improvements shall be on a lump sum basis and shall include all labor, equipment, and materials necessary to complete the work as specified and drawn. The improvements at each lift station shall consist of removal and replacement of the existing piping, installation of new float brackets, guide rails, top slab with hatch, bypass pumping, wetwell rehab, and all other incidental work such as pipe fittings, miscellaneous piping, connection to existing piping, repairs, and related items for a complete and operable system.

S. Item No. 19 - General Conditions: All other work necessary for a complete and operable project: payment shall be on a lump sum basis for all other miscellaneous work required by the Contract for a complete and operable system including but not limited to: flushing, disinfection, Bac-T testing, lab costs, fencing removal and replacement, etc.

1.06 PAYMENT:

A. Lump Sum Items: Where payment for items is shown to be paid for on a lump sum basis, no separate payment will be made for any item of work required to complete the lump sum item.

0103-24-1 01150-8 Measurement and Payment B. Unit Price Items: Where payment for items is shown to be paid for on a unit price basis, separate payment will be made for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the Work, shall be considered to be included in the scope of the appropriate listed work items.

1.07 RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY: Where pavement, trees, shrubbery, fences or other property or surface structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer.

PART 2 - PRODUCTS Not Applicable

PART 3 - EXECUTION Not Applicable

END OF SECTION

0103-24-1 01150-9 Measurement and Payment SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.01 TYPES OF SUBMITTALS:

A. Construction Schedules: The Contractor shall prepare and submit to the Owner and Engineer within two weeks of the "Notice to Proceed" a construction schedule showing the proposed dates for starting and completing each of the various branches of work. The schedule shall be in the form of a bar graph with a representation of the schedule of costs by months.

B. Manufacturer's data shall include all standard published information describing products, systems, methods and performance. Include manufacturer's name and address, and associations with which manufacturer of his products comply.

C. Shop drawings and schedules shall include items, products, materials, methods, anchorages, details, or any other information required to fabricate items of the work and complete the installation which is not specifically stated or described on manufacturer's data.

D. Installation instructions shall include all information required from a manufacturer or fabricator to have his product installed. This may be included as a shop drawing if such are required.

E. Warranties and Guarantees required by the Contract Documents shall begin on the official date of substantial completion of the project or any portion thereof, into which the warranted or guaranteed item was installed, constructed, or otherwise made operational. All warranties and guarantees shall be in effect for a minimum of one year unless specified for a longer period. Include all specific items covered, company names and addresses and names of persons authorized to warrant or guarantee item(s) if not a blanket coverage.

F. Certifications and test reports of products, materials, and performance for compliance with specified requirements shall specifically address the work and shall contain the name and signature and address of persons authorized to make such certifications.

G. Evidence of compliance to instructions shall be copies of transmittal letters or letter of verification duly signed by authorized persons.

0103-24-1 01300-1 Submittals H. Operation and Maintenance Manuals shall include all literature required to properly operate and maintain any equipment installed in the work and shall include names and addresses of manufacturers and authorized service and/or parts representatives, and dealers and shall be delivered on or before data of beneficial occupancy.

I. Samples required shall be as specified and shall include identifications of the specific item and specification section to which the sample applies.

1.02 COPIES OF SUBMITTALS:

A. All submittals shall be made electronically via email.

B. Operation and Maintenance Manuals may be submitted electronically for preliminary review. Upon approval of the Engineer, three (3) paper copies shall be submitted.

C. If electronic submittal is not available, or if specifically requested by Owner, the minimum number of copies of submittals shall be submitted as follows and does not include numbers of copies required by the Contractor for his distribution purposes.

1. Manufacturers’ Data: 4 2. Shop Drawings and Schedules: 4 3. Installation Instructions: 4 4. Warranties and Guarantees: 4 5. Certifications and Test Reports: 4 6. Evidences: 4 7. Operation and Maintenance Manuals: 3 8. Samples: 3 9. Progress Schedule: 4 Monthly

D. As soon as practical, after the date of execution of the Owner/Contractor Agreement and within 30 days, the Contractor will make all required submittals.

1.03 REVIEW OF SUBMITTALS:

A. All submittals required by the Contract Documents shall be sent to the Engineer.

B. Copies of submittals to be returned for the Contractor's use will be processed and emailed/mailed to the Contractor within 14 days of receipt of each submittal by the Engineer.

0103-24-1 01300-2 Submittals C. Review of submittals is only for conformance with the design concept of the project or work and does not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents nor from responsibility for errors and omissions in the submittals.

D. Submittals received without the Contractor's signed "Checked and Approved" stamp on each copy will be returned without action and noted as such or "RWA."

E. Any submittals or portions thereof which are processed and returned to the Contractor will be marked "Approved," "Approved as Noted," "Revise and Resubmit," or "Not Approved."

F. Submittals which refer to information or data not included in the submittal (excluding the Contract Documents) will not be checked.

1.04 DOCUMENTS:

A. All documents including letters, letters of transmittal and requests, generated by the Contractor shall be on standard letter or legal size paper and include Contractor's name, the Owner's project number, Engineer's project number, date and be signed by authorized personnel.

B. Letters of transmittal shall also clearly identify each part of the submittal with specification section number and indicate the number of copies of each part. Letter requesting substitutions shall contain the same information.

C. All submittals for approval shall be individually numbered by the Contractor in sequence of order of submission. Resubmittal of revised submittals shall bear the same numbers and be clearly marked “Resubmittal No. ______”.

1.05 COLORS:

A. The Engineer, in noting and marking submittals, shall use the color green.

B. The Contractor, in noting and marking submittals, shall use the color red.

C. Marks or notations of any other color on submittals shall be disregarded.

1.06 ON-SITE RECORDS: The Contractor shall have at least one set of complete, approved submittals and shop drawings on the job site at all times when such work is in progress.

END OF SECTION

0103-24-1 01300-3 Submittals SECTION 01390

AUDIOVISUAL DOCUMENTATION

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK: Prior to commencing the Work, the Contractor shall have a continuous audio-video recording of the Project to serve as a record of preconstruction conditions.

1.02 APPROVAL: No construction shall begin prior to review and approval of the recordings covering the construction area by the Engineer. The Engineer shall have the authority to reject all or any portion of a video recording not conforming to specifications and order that it be redone at no additional charge. The Contractor shall reschedule unacceptable coverage within five (5) days after being notified. The Engineer shall designate those areas, if any, to be omitted from or added to the audio-video coverage. Recordings shall not be made more than ninety (90) days prior to construction in any area.

1.03 SUBMITTAL: A total of two sets shall be submitted as a shop drawing on a 4.7 GB format DVD, suitable for playing on a standard DVD player or computer DVD drive. The disc shall be bookmarked with a separate chapter title for each street that was recorded or with chapter bookmarkings at fixed three minute or five minute intervals. The DVDs shall not be copyrighted or copy protected so that the Owner or Engineer will have the ability to make additional copies if necessary.

PART 2 - PRODUCTS

2.01 GENERAL: All equipment, accessories, materials, and labor to perform this service shall be furnished by the Contractor.

2.02 QUALITY: The total audio-video system shall reproduce bright, sharp, clear pictures with accurate colors and shall have minimal distortion, tearing, rolls, or other imperfections. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume and clarity and be free from distortion, wind noise and interruptions.

2.03 CAMERA: The digital color video camera used in the recording system shall have image stabilization and shall have a minimum horizontal resolution of 1080 lines, a minimum luminance signal-to-noise ration of 80 db, and a minimum illumination requirement of no more than 0.5 Lux.

0103-24-1 01390-1 Audiovisual Documentation PART 3 - EXECUTION

3.01 VIDEO RECORDING PROCEDURES:

A. Each recording shall begin with the current date, project name, and municipality and be followed by the general location, i.e., name of street, house address, viewing side, and direction of progress. The audio track shall consist of an original live recording. The recording shall contain the narrative commentary of the videographer, recorded simultaneously with his fixed elevation video record of the zone of influence of construction. The recording shall be filmed in a forward-motion progression toward the objects being recorded.

B. All video recordings must, by electronic means, periodically display transparent digital information to include the date and time of recording, and station numbers, if shown on the Drawings. The date information shall contain the month, day, and year. The time information shall contain the hour, minutes, and seconds. Additional information shall include but not be limited to project name, contract number, name of street, house address, direction of travel, and the viewing side. The transparent information shall appear on the extreme upper left hand third of the screen.

C. All recordings shall be done during times of good visibility. No recording shall be done during precipitation, mist, or fog. The recording shall be done only when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects.

D. The rate of speed on the general direction of travel of the vehicle used during recording shall not exceed 44 feet per minute (½ mph). Panning, zoom-in and zoom-out rates shall be sufficiently controlled to maintain a clear view of the object.

E. Recording coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing valves, meter boxes, fire hydrants, driveways, sidewalks, curbs, pavements, striping, ditches, mailboxes, landscaping, culverts, fences, signs, walls, etc., within the area covered.

F. When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be less than eight (8) feet. In some instances, audio-video recording coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking or special conveyance approved by the Engineer.

END OF SECTION

0103-24-1 01390-2 Audiovisual Documentation SECTION 01400

QUALITY CONTROL

PART 1 - GENERAL

1.01 DESCRIPTION OF REQUIREMENTS: Specified quality control requirements for the work are indicated throughout the Contract Documents and are not repeated herein. The requirements of this Section are primarily related to performance of the work beyond furnishing of manufactured products. The term "Quality Control" includes, but is not necessarily limited to, inspection and testing and associated requirements. This Section does not specify or modify Engineer's duties relating to quality control and Contract enforcement.

1.02 RESPONSIBILITY FOR INSPECTIONS AND TESTS:

A. Unless otherwise noted, all testing and inspections required by these specifications shall be performed by a properly certified entity. All costs associated with the testing and inspections shall be the Contractor's responsibility. The Contractor shall also be responsible for all tests or inspections required by any entity having jurisdictional control over the work.

B. Costs for those required services by independent testing laboratories are recognized to be included in the Contract Sum.

C. It is recognized that required inspection and testing programs are intended to assist the Contractor, Owner, Engineer and governing authorities in nominal determination of probable compliance with requirements for certain elements of work. The program is not intended to limit the Contractor's regular quality control program as needed for general assurance of compliances.

D. No failure of test agencies, whether engaged by Owner or Contractor, to perform adequate inspections or tests or to properly analyze or report results, shall relieve the Contractor of responsibility for fulfillment or requirements of Contract Documents.

1.03 QUALITY ASSURANCE:

A. General Workmanship Standards: Except as more definitively specified, the Contractor shall comply with recognized workmanship quality standards within the industry as applicable to each unit of work. It is a requirement that each category of trades person or installer performing the work is prequalified, to the extent of being familiar with applicable and recognized quality standards for that category of work, and being capable of workmanship complying with those standards.

0103-24-1 01400-1 Quality Control B. The Contractor shall engage independent testing laboratories complying with "Recommended Requirements for Independent Laboratory Qualification" as published by American Council of Independent Laboratories and specializing in type(s) of inspections and tests required. Exception: where another qualification standard is indicated or use of prime product manufacturer's test facilities is acceptable.

C. When requested by the Engineer, submit proof of qualification for agency(s) engaged or to be engaged to perform inspection and testing services. If, after review of the submitted information, the Engineer determines that the agency's qualifications are unsatisfactory, the Contractor shall engage an alternate agency at no additional cost to the Owner.

1.04 PRODUCT DELIVERY - STORAGE - HANDLING: Handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration, and losses including theft (and resulting delays), thereby ensuring highest quality results as the performance of the work progresses. Control delivery schedules so as to minimize unnecessary long-term storage at project site prior to installation. Contractor shall provide covered storage for all new equipment on the site which is not intended for outside installation. Electrical, hydraulic and pneumatic connections on all equipment shall be protected from the elements.

1.05 CODES AND STANDARDS:

A. Work of this Project shall comply with all applicable Codes and Standards in effect at the time of the Bid Opening Date of this Project. Codes include, but are not necessarily limited to, the following:

1. Florida Building Code 2. Florida Fire Prevention Code 3. Florida Administrative Code 4. Department of Economic Opportunity, Florida Building Commission 5. National Fire Protection Agency 6. American Society of Civil Engineers/Structural Engineering Institute 7. Underwriter’s Laboratory Assembly Requirements 8. Florida Department of Transportation Standard Specifications for Road and Bridge Construction 9. American Concrete Institute 10. American Institute of Steel Construction Manual 11. OSHA CFR 29, Parts 1926 and 1910

PART 2 - PRODUCTS (Not Applicable)

0103-24-1 01400-2 Quality Control PART 3 - EXECUTION

3.01 PREPARATION FOR INSTALLATION:

A. Preinstallation Conferences: Well in advance of installation of every major unit of work which requires coordination with other work, the Contractor shall meet at project site with installers and representatives of manufacturers and fabricators who are involved in or affected by the unit of work, and in its coordination or integration with other work which has preceded or will follow.

B. The Contractor shall advise the Engineer of scheduled meeting dates. At each meeting the Contractor shall review the progress of other work and preparations for the particular work under consideration, including requirements of Contract Documents, product data, quality control samples, possible conflicts, compatibility problems, time schedules, weather limitations, structural limitation, governing regulations, safety, inspection and testing requirements, required performance results, recording requirements, and protection. The Contractor shall record significant discussion of each conference, and agreements and disagreements, along with final plan of action. The Contractor shall distribute a record of the meeting promptly to all concerned parties, including the Engineer.

C. The Contractor shall not proceed with the work if associated preinstallation conference cannot be concluded successfully. The Contractor shall instigate actions to resolve impediments to performance of the work and meet at earliest date feasible.

D. Installer's Inspection of Conditions: The Contractor shall require the fabricator and installer of each major unit of work to inspect substrate to receive the work, and conditions under which the work will be performed, and to report unsatisfactory conditions (in writing to the Contractor and the Engineer) . Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the fabricator and installer.

3.02 INSTALLATION QUALITY CONTROL:

A. Manufacturer's Instructions: Where installation includes manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in the Contract Documents.

B. The Contractor shall inspect each item of materials or equipment immediately prior to installation and reject damaged and defective items.

0103-24-1 01400-3 Quality Control C. Provide attachment and connection devices and methods for securing work properly as it is installed; true to line and level, and within recognized industry tolerances, if not otherwise indicated. Allow for expansions and building movements. Provide uniform joint widths in exposed work, organized for best possible visual effect. Refer questionable visual effect choices to Engineer for final decision.

D. The Contractor shall recheck measurements, dimensions, and elevations of the work as an integral step of starting each installation. The Contractor shall notify the Engineer of any discrepancies.

E. Install work during conditions of temperature, humidity, exposure, forecasted weather, and status of project completion which will ensure best possible results for each unit of work, in coordination with entire work. Isolate each unit of work for noncompatible work as required to prevent deterioration.

F. Coordinate enclosure (closing-in) of work with required inspections and tests, so as to avoid necessity of uncovering work for that purpose.

G. Mounting Heights: Except as otherwise indicated, mount individual units of work at industry-recognized standard mounting heights, for applications indicated. Refer questionable mounting height choices to Engineer for final decision.

H. Adjust, clean, lubricate, and restore marred finishes and protect newly installed work to ensure that it will remain without damage or deterioration during the remainder of the construction period.

END OF SECTION

0103-24-1 01400-4 Quality Control SECTION 01500

CONSTRUCTION FACILITIES

PART 1 - GENERAL

1.01 DESCRIPTION: The following criteria shall govern the furnishing of and paying for temporary construction and service items. Such items shall be instituted at the beginning and maintained for the life of the work or until removal or termination is approved by the Engineer.

1.02 TEMPORARY FACILITIES:

A. Drinking Water: The Contractor shall provide cool water with dispensing utilities.

B. Construction Water: The Owner shall make available temporary water for construction through existing outlets at the project site, free of charge, provided the Contractor is not careless or wasteful with his water usage. The Contractor shall provide either meters or proper backflow devices in order to comply with regulations concerning backflow and cross connection.

C. The Owner shall make available construction power through existing 120V power outlets at the project site. It shall be the Contractor's responsibility to provide additional temporary electrical power for construction should the Owner's existing outlets and distribution devices not be suitable for construction purposes.

D. Toilet Facilities: The Contractor shall furnish a portable, job-site toilet enclosure facility through a local company specializing and licensed in this business. The toilet enclosure shall be located on the project site at a point approved by the Owner. It shall be maintained daily by the supplying company and removed from the project site upon completion of the project.

1.03 SITE MAINTENANCE:

A. General: The Contractor shall provide security, as necessary or required, to protect work and property at all times.

B. Rodents and Other Pests: The Contractor, through debris removal, etc., shall control the creation of rodent or pest problems. Should such develop, the Contractor shall secure services of exterminator to control.

C. Debris Control: Keep premises clean and free from accumulation of debris and rubbish. Provide trash and debris receptacles and require use. Remove from site at least weekly.

0103-24-1 01500-1 Construction Facilities D. Cleaning: As work is completed by trades, areas of work shall be cleaned in preparation for next trade, inspections or general safety of property and person.

E. Project Safety: The Contractor shall comply with all applicable governmental and insuring company requirements relative to construction and project safety. Either the superintendent or another company representative on the site during all working hours shall be trained in project safety and designated as Contractor's Safety Director in compliance with Owner's safety program, if applicable.

END OF SECTION

0103-24-1 01500-2 Construction Facilities SECTION 01570

TEMPORARY TRAFFIC CONTROL

PART 1 - GENERAL

1.01 DESCRIPTION: The work to be performed under this Section shall include furnishing all materials and labor necessary to regulate vehicular and pedestrian traffic in accordance with the requirements set forth and as shown on the drawings.

1.02 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The work under this Contract shall be in strict accordance with the following codes and standards.

A. Local, Municipal, County, State and Federal Codes and Ordinances.

B. Florida Department of Transportation (DOT) Standard Index 600 Series.

1.03 SUBMITTALS: Provide record copy of proposed project Temporary Traffic Control (TTC) including location of detours, signage, barricades, and personnel.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 CONSTRUCTION IN LOCAL, COUNTY, STATE AND FEDERAL HIGHWAY RIGHT-OF-WAY:

A. Construction within local, county, state, and federal highway right-of-way shall be made in full compliance with all requirements of the Florida Department of Transportation and to the satisfaction of the local governing bodies.

B. All necessary barricades, flagmen, detours, message signs, lights, and other protective measures shall be provided for the protection of both pedestrian and vehicular traffic.

C. Detours and road closures lasting more than 8 hours shall be advertised a minimum of one (1) week in advance with lighted message boards in each direction of traffic.

D. The Contractor shall be responsible for coordinating with local emergency services regarding all detours or road closures prior to performing the work.

END OF SECTION

0103-24-1 01570-1 Temporary Traffic Control SECTION 01700

PROJECT CLOSEOUT

PART 1 - GENERAL

1.01 DESCRIPTION:

A. Summary of Work: The Contractor shall provide all final paperwork and perform all punchlist work necessary to complete the project.

1.02 SUBMITTALS:

A. One (1) copy of Redline Record Drawings, for Engineer’s review and comment.

B. Four (4) copies of Final Record Drawings in 24"x36" sheet format signed and sealed by Florida Registered Land Surveyor or Professional Engineer and certified by the Contractor with Contractor’s original signature.

C. One (1) copy of Final Record Drawing electronic files in AutoCAD 2007 or later version and PDF formats.

D. Two (2) copies of the following Items:

1. Final Request for Payment 2. Final Release of Lien (Prime and Subprime) 3. Consent of Surety 4. Warranties and Bonds 5. Inspection Certificates (Electrical, Plumbing, Equipment, Etc.) 6. Regulatory Testing Requirements (Hydrostatic, Leakage, Disinfection, Etc.)

E. Three (3) Copies of Operation and Maintenance Manual Data

PART 2 - PRODUCTS

2.01 REDLINE RECORD DRAWINGS AND FINAL RECORD DRAWINGS:

A. The Contractor shall maintain a working set of Redline Record Drawings that shall be maintained daily with all notations clearly indicated in RED ink on a set of Construction Drawings.

B. The Redline Record Drawings shall correctly and accurately show all changes from the Contract Documents made during construction.

0103-24-1 01700-1 Project Closeout C. The Redline Record Drawings shall be neat and legible.

D. Final Record Drawings shall be prepared electronically in AutoCAD and include surveyed information which shall be performed by a professional engineer or land surveyor registered in the State of Florida.

E. Final Record Drawings shall be certified by the Contractor and Surveyor as correct and shall be signed by both entities.

F. Final Record Drawings shall show all elevations and horizontal control of all storm sewer, gravity sewers including laterals, electric cables, television cables, telephone cables, force mains, and water mains which are crossed.

1. Water and Force Mains: Final Record Drawings shall show the following field information:

a. Show material used to construct mains.

b. Show location of tees, crosses, bends, terminal ends, valves, fire hydrants, air release valves, and sampling points, etc., by distances from known above ground reference points (manholes, catch basins, and bridges).

c. Show location of all sleeves and casing pipes.

d. Show all variations in required cover over pipes.

e. Elevation and horizontal control of all storm sewers, gravity sewers, including laterals, force mains, etc. which are crossed.

f. Elevation and horizontal control of all water and force main stubouts.

g. Location of all services.

2. Gravity Sewer: Final Record Drawings shall show the following surveyed information:

a. Manholes: Elevation of top rim and invert of each influent and effluent line.

b. Show distance between manholes center-to-center.

c. Show material used to construct sewer mains.

d. Show length (center of manhole to end of stub) and elevation of stub-outs.

0103-24-1 01700-2 Project Closeout e. Show location and length of sanitary services; station from manhole to wye at property line, perpendicular from sewer main. Particular care in dimensioning needed in special situations, i.e., cul-de-sacs and locations where services are not perpendicular to wye.

f. Show invert of sanitary service at property line.

3. Storm Sewer and Paving: Final Record Drawings shall show the following information:

a. Inlets: Location and elevation of top of grate, slots, and invert(s).

b. Manholes: Location and elevation of top rim and invert(s).

c. Stub-outs: Size and length installed.

d. Pipe: Size, length, and material installed, end treatments and inverts.

e. Paving: As constructed elevations corresponding to plan elevations.

f. Ponds and Swales: Top of bank and toe of slope elevations at 50' O.C., include detailed information for pond control structures including dimensions and elevations of weirs, orifices, and overflow devices.

G. Pump/Lift Station: Final Record Drawings shall show elevations for top and invert of wetwell along with invert of influent line. Final Record Drawings should also indicate the make, model number, horsepower, impeller and operating point of pumps selected and installed, shape of wetwell, location of control panel, location of pump out connection, any deviation from the plans, and serial number of the pumps.

H. Buildings, Tanks and Other Vertical Construction: Final Record Drawings shall locate and describe horizontal limits of all buildings, tanks or other vertical construction including equipment pads. Elevation data shall be provided at all corners or quadrants (for circular structures) and at each point of egress for buildings.

1. Length, height, width, and/or thickness of walls, floors, foundations, equipment, slabs, etc. 2. Invert elevations and top of concrete steel elevations. 3. Reinforcing steel. 4. Information not shown on the Drawings.

0103-24-1 01700-3 Project Closeout 2.02 INSPECTION CERTIFICATES, BONDS, WARRANTIES AND GUARANTEES: Upon completion of project, and prior to submission of certificate for final payment, the Contractor shall have the electrical, plumbing and other work, as applicable, inspected by proper authorities as required by the specifications and all applicable codes, laws and ordinances. Before final payment will be made, the Contractor shall submit copies of all bonds and guarantees as required.

2.03 REGULATORY REQUIREMENTS: Aside from the testing of equipment, the facility cannot be started up and placed into operation without regulatory clearance. Regulatory clearance is a prerequisite for Substantial Completion. The Engineer cannot submit Form 62-555.900(9) until Contractor provides the following:

1. Satisfactory hydrostatic test reports of well discharge piping. 2. Satisfactory bacteriological test reports for well discharge piping and for the raw well water (following disinfection of the well). 3. Chemical clearance of the raw well water. 4. Record Drawings.

Upon FDEP clearance, startup the facility and place it into satisfactory operation.

PART 3 - EXECUTION

3.01 RECORDS: Daily records of changes in location of piping, fixtures and other items shall be kept and recorded on the Redline Record Drawings. The Contractor shall review the Final Record Drawings and certify that all data furnished is accurate and truly represents the work actually installed. No Final Record Drawing information will be accepted from subcontractors.

3.02 SUBMITTAL: The Project shall not be considered to be in substantial completion until Final Record Drawings have been submitted and accepted by the Engineer. Prior to final payment the Final Record Drawings shall be revised by the Contractor to reflect any changes which have occurred since the substantial completion submittal.

3.03 FINAL INSPECTION:

A. Final inspection will be held upon completion of the project. The Contractor shall notify the Owner, upon completion, to arrange an inspection tour of the completed project.

B. The Contractor and the Owner's Representative shall be present for the inspection.

0103-24-1 01700-4 Project Closeout 3.04 RELEASE OF LIEN STATEMENT: The Contractor shall submit with his request for final payment sworn statements from himself and each subcontractor; material, or labor suppliers who have filed a "Notice to Owner" that all work has been completed and that all bills for labor, materials, and subcontractor's work on the project have been paid in full.

3.05 CONSENT OF SURETY: The Contractor shall submit, with his request for final payment, a consent of Contractor’s Surety to final payment.

3.06 WARRANTIES AND BONDS:

A. Warranties and Bonds shall begin on the official date of Substantial Completion and shall be in effect for a minimum of one year from that date unless a longer period is stated in the product technical specification.

B. Warranties and bonds shall at a minimum include all labor, materials and equipment necessary to restore the installed product to a fully functional and satisfactory condition for a period of one year past Substantial Completion.

3.07 CLEANING: The Contractor shall remove all stains, spots, marks and dirt from all finished surfaces caused by this work. All items shall be cleansed in accordance with the manufacturers' written instructions.

END OF SECTION

0103-24-1 01700-5 Project Closeout SECTION 02115

LANDSCAPE AND TREE PROTECTION

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK: Contractor shall make every reasonable effort to protect all landscaping and trees in the area of his operations. Trees and landscaping damaged or destroyed as a result of Contractor's operations shall be replaced with plants of identical species and of similar size, unless directed otherwise by Engineer. Contractor shall make every possible effort to save any tree of four-inch diameter or larger, including minor adjustment to the pipe routing. Changes in pipe routing must be approved by the Engineer. Any tree which is not designated for removal but which will significantly interfere with construction shall be trimmed by a qualified tree surgeon. Contractor shall minimize tree removal and tree trimming operations to as great an extent as possible. All costs associated with tree and landscape protection and/or replacement shall be borne by the Contractor.

1.02 QUALITY ASSURANCE: Engage a qualified tree surgeon to perform the following work:

A. Remove branches from landscaping and trees which are to remain, if required for new construction.

B. Recommend procedures to compensate for loss of roots and perform initial pruning of branches and stimulation of root growth where removed to accommodate new construction.

C. Perform repair work for damages incurred by new construction.

1.03 JOB CONDITIONS: Provide temporary fencing, barricades, or guards to protect trees and other plants which are to remain, from damage.

PART 2 - PRODUCTS

2.01 MATERIALS:

A. Tree Pruning Compound: Waterproof, antiseptic, elastic, and free of kerosene, coal tar, creosote, and other substances harmful to plants. Pruned or damaged trees shall be treated with the following:

1. Pine trees (all species): A mixture of twelve percent (12%) Benzene Hexachloride (BHC) emulsifiable concentrate shall be mixed at the rate of one (1) pint of BHC per gallon of #2 fuel oil. Spray damaged area liberally. Spray the rest of the tree from ground level to a height of six feet (6'). Spraying of damaged trees shall be completed within five (5) days after injury occurs.

0103-24-1 02115-1 Landscape and Tree Protection 2. Hardwood (all species except pine): An application of asphalt-type tree pruning paint will be applied to the damaged area. The paint shall be applied in sufficient quantity so as to form an airtight seal. Spraying or painting of damaged trees shall be performed within twenty-four (24) hours after the injury occurs. In the case of damage to "specimen" hardwoods, the inspecting Engineer may require the Contractor to retain a skilled and licensed tree surgeon to properly treat the damage. No compensation shall be made to the Contractor for treating damaged trees.

B. Root Protection Compound: Where the roots of trees 4 inches or more in diameter are cut due to Contractor's operations, exposed roots shall receive an application of Subdue 2E Fungicide as manufactured by Novartis. Application of fungicide shall be in strict accordance with manufacturer's recommendations.

PART 3 - EXECUTION

3.01 GENERAL:

A. Protection of Landscaping: Contractor may, in lieu of replacing disturbed/damaged landscaping and trees, store landscaping and trees removed by his operations in suitable containers for replanting. Containers shall be adequately sized to contain the plant's root mass. Suitable topsoil shall be packed into container in sufficient quantity to cover the plant's root system. Contractor shall water containerized plants as necessary to keep them healthy. A record of each containerized plant's original location prior to removal shall be kept by the Contractor so that each plant may be replanted in its proper location. Any replaced or replanted landscaping which, in the opinion of the Engineer, appears unhealthy shall be replaced with similar size and species of plant by the Contractor at no cost to the Owner for a period of up to 90 days after the date of contract completion.

B. Repair and Replacement of Trees: Repair trees damaged by construction operations, in a manner acceptable to the Engineer. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees. Remove and replace dead and damaged trees which are determined by the tree surgeon to be incapable of restoration to normal growth pattern. If trees over six inches in caliper measurement (taken 12 inches above grade) are required to be replaced, provide new trees of six inches caliper size, and of the same species. Any replaced or replanted trees which, in the opinion of the Engineer, appear unhealthy shall be replaced with similar size and species of tree by the Contractor at no cost to the Owner for a period of 365 days after the date of contract completion.

0103-24-1 02115-2 Landscape and Tree Protection C. Cleanup and Disposal: Remove excess excavation, displaced trees, and trimmings, and dispose of off the Owner's property in a manner approved by local agencies.

END OF SECTION

0103-24-1 02115-3 Landscape and Tree Protection SECTION 02220

DEMOLITION

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK:

A. The extent of demolition work is shown on the drawings or called for in the specifications and includes clearing and grubbing.

B. Demolition includes the complete wrecking and removal and disposal of selected structures, walks, paving and other materials as shown on the drawings and specified.

C. Trees and plants which are to remain and must be protected are indicated on the drawings. Perform trimming and tree repair work for damages incurred or anticipated to occur by new construction to the satisfaction of the Engineer.

1.02 SUBMITTALS:

A. Schedule Demolition: Submit written schedule of methods and operations of demolition to the Engineer for approval prior to the start of work. Include in the schedule the coordination for shut-off, capping, street interruption and continuation of utility services as required.

B. Provide a detailed sequence of demolition and removal work to ensure the uninterrupted progress of the Owner's operations.

1.03 JOB CONDITIONS:

A. Occupancy: Structures and other items to be demolished will be vacated and discontinued in use immediately prior to the start of demolition work.

B. Condition of Items to be Demolished: The Owner assumes no responsibility for the actual condition of items to be demolished. Conditions existing at the time of inspection for bidding purposes will be maintained by the Owner insofar as practicable. However, variations within the items may occur by Owner's removal and salvage operations prior to the start of the demolition work. Contractor shall verify in writing to the Engineer, safe conditions prior to the commencement of demolition work.

0103-24-1 02220-1 Demolition C. Protections: Ensure the safe passage of persons around the area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, other facilities and persons.

1. Erect temporary covered passageways to maintain existing fire exits and as otherwise required by authorities having jurisdiction.

2. Provide interior and exterior shoring, bracing, or support to prevent movement or settlement or collapse of structures to be demolished and adjacent facilities to remain.

D. Damages: Promptly repair damages caused to adjacent facilities by demolition operations at no cost to the Owner.

E. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Owner. Timely notice shall be given to all parties affected by temporary interruptions to existing utilities, as acceptable to the governing authorities.

F. Provide temporary fencing, barricades or guards to protect trees and other plants, which are to remain, from damage.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 DEMOLITION:

A. Pollution Controls: Use water sprinkling, temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Comply with governing regulations pertaining to environmental protection.

B. Clean adjacent structures and improvements of dust, dirt and debris caused by demolition operations to the satisfaction of the Engineer or governing authorities. Return adjacent areas to condition existing prior to the start of the work.

C. Noise Pollution: Comply with all applicable sections of Federal, State, local and OSHA Regulations for noise pollution control, suppression and equipment.

0103-24-1 02220-2 Demolition D. Structure Demolition: Demolish structures completely and remove from the site. Use such methods as required to complete the work within the limitations of governing regulations. Use of explosives is NOT ALLOWED.

E. Demolish paving (asphaltic or concrete) in small sections. Where new paving abuts, saw cut existing paving to provide straight, clean perimeter for new.

F. Below-Grade Construction:

1. Demolish and remove below-grade construction and concrete slabs on grade.

2. Filling Basements and Voids: Completely fill below-grade areas and voids resulting within the work area and from the demolition of structures.

3. Use satisfactory soil materials as specified in Section 02300 - Earthwork.

G. Disposal of Demolished Materials: Remove from the site debris, rubbish, excess excavations, displaced trees, trimmings and other materials resulting from demolition operations and clearing and grubbing. Burning or disposal of removed materials from demolished structures shall not be permitted on project site. Dispose of material in an approved manner meeting local requirements. Contractor shall pay all expenses including landfill fees associated with the disposal of material.

3.02 CLEARING AND GRUBBING: On areas specified to be cleared and grubbed, all trees, stumps, down timber, brush and other objects standing on or protruding from the ground shall be removed. All roots shall be grubbed and removed a minimum of 18 inches below the surface of the ground. Holes caused by grubbing operations shall be filled to the level of adjacent ground.

3.03 PROTECTION OF TREES AND PLANTS:

A. Protect root systems from damage due to materials in solution caused by run-off or spillage during mixing and placement of construction materials or drainage from stored materials. Protect root systems from flooding, erosion or excessive wetting resulting from dewatering operations.

B. Repair and Replacement of Trees: Repair trees or plants damaged by construction operations in a manner acceptable to the Engineer. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees.

END OF SECTION

0103-24-1 02220-3 Demolition SECTION 02240

DEWATERING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS: The General Provisions of the Contract, including the General Conditions, Supplementary Conditions and Special Conditions (if any), along with the General Requirements, apply to the work specified in this Section.

1.02 DESCRIPTION: The Work to be performed under this section shall include furnishing all equipment and labor necessary to remove storm or subsurface waters from excavation areas in accordance with the requirements set forth and as shown on the drawings.

1.03 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The dewatering of any excavation areas and the disposal of the water shall be in strict accordance with the latest revision of all local and state government rules and regulations. The Contractor shall obtain any required dewatering permit from the appropriate agencies prior to commencing dewatering operations.

1.04 SUBMITTALS: Prior to the start of construction the Contractor shall provide a dewatering plan describing the surfacewater and groundwater controls which will be employed to control water levels in excavations so that construction is not inhibited.

A. Plan shall include temporary culverts, barricades and other protective measures to prevent damage to property or injury to any person or persons.

B. Plan shall indicate disposal method and location of point discharge.

C. Proof of Compliance with Florida Department of Environmental Protection Rule 62-621.300(2). See Paragraph 3.02 (B).

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 PERFORMANCE:

A. General:

1. The Contractor shall provide adequate equipment for the removal of storm or subsurface waters which may accumulate in any excavation.

0103-24-1 02240-1 Dewatering 2. The Contractor shall maintain groundwater levels as follows:

a. 2 feet (24") below foundation bearing elevation.

b. 2 feet (24") below pavement base bearing elevation.

c. 1 foot (12") below bottom of utility pipes and structures.

d. Bottom of trench or other excavation shall be dry so that work can proceed.

3. System shall intercept water on all sides of area to be drawn down.

4. Contractor shall adhere to approved Dewatering Plan.

5. Engines driving any proposed dewatering pumps shall be equipped with residential type mufflers.

B. Acceptable Methods:

1. Wellpoint System.

2. Trench and Sock Drain: Dewatering by trench pumping will not be permitted if migration of fine grained natural material from bottom, side walls or bedding material will occur.

3.02 DISPOSAL:

A. General:

1. Water pumped from an excavation shall be disposed (in strict compliance with all Local, State and Federal Regulations) or in the following:

a. Site Stormwater Pond or other Stormwater Facility serving the project.

b. Temporary disposal pit or trench.

2. Direct discharge to waters of the state or other surface waters is strictly prohibited without prior written approval from the governing agency.

3. No flooding of streets, roadways, driveways or private property shall be permitted.

0103-24-1 02240-2 Dewatering B. Regulatory Requirements:

1. Contractor is responsible for acquiring and complying with all permits and approvals necessary to perform the dewatering activity.

a. The Florida Department of Environmental Protection requires testing of groundwater prior to dewatering (F.A.C. 62-621.300(2) for each point source that discharges to waters of the State.

2. All waterways shall be protected from turbidity during the dewatering operation.

3.03 RESTORATION:

A. All temporary drains, pipe or other non-soil materials shall be removed at the conclusion of the dewatering activity.

B. Soils disturbed by the removal process shall be recompacted and restabilized.

END OF SECTION

0103-24-1 02240-3 Dewatering SECTION 02300

EARTHWORK

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK:

A. Scope of Work: All labor, materials and equipment to complete the earthwork. Includes but is not limited to:

1. Compaction of on-site material. 2. Grading and reshaping site. 3. Importing and compacting fill as required. 4. Compaction of material beneath paving. 5. Removal of unsuitable material. 6. Excavation and construction of drainage ditch. 7. Utility Trench Earthwork.

B. Supervision and Testing: All work specified herein shall be under the supervision of a Soils Engineer. The Contractor shall pay for all testing specified in this Section of the Specifications.

C. Field Engineering: The Owner has established lot lines and bench mark datum. The Contractor shall employ and pay for the services of a licensed surveyor who shall make all required surveys for establishing all points, lines, grades and levels, and otherwise fully and completely lay out all the work required by the Contract.

D. Unusual Conditions: Should any unusual conditions arise, the Engineer shall be contacted for instructions prior to continuation of earthwork operations.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 PROCEDURE:

A. Removal of Unsuitable Material: Where soft material occurs at the pipeline trench bottom elevations within the limits of roadway construction, the Contractor shall excavate such material down to suitable foundation material or to a depth of two feet, whichever is less, and backfill with suitable material obtained from grading operations or borrow. Backfill shall be deposited in

0103-24-1 02300-1 Earthwork successive layers of not more than eight inches in thickness. Each layer shall be compacted to 95% as hereinafter specified. This requirement is only required within the limits of pavements.

B. Mulching and Seeding: The Contractor shall mulch and seed areas disturbed by construction.

1. Mulch material and grass seed shall meet the requirements of Section 981, "Grassing and Sodding Materials" of the Florida Department of Transportation, DOT, Standard Specifications. Fertilizer shall be applied at the rate of 800 pounds per acre.

2. Approximately two inches of dry, loose mulch shall be spread over the grass area, and the material cut into the soil to produce a loose mulch thickness of three to four inches.

3. After the mulch material has been cut into the soil, and while the soil is still loose and moist, the seed shall be scattered uniformly over the grassing area. The rate of spread for the seed shall be 60 pounds per acre.

4. In the period from March 15 to October 15 the seed mixture shall be 30 pounds of Argentina Bahia and 30 pounds of Bermuda. In the remainder of the year, the mixture shall be 20 pounds each of Argentina Bahia, Bermuda and Rye Seed.

5. Immediately after completion of the seeding, the entire grassed or mulched area shall be rolled thoroughly. At least two trips over the entire area will be required.

6. The Contractor shall provide routine maintenance of the seeded area after the rolling operations have been completed until a full stand of grass has been obtained at the site. The Contractor shall water and mow the grass and clean up debris prior to final acceptance.

C. Grass Sodding: The Contractor shall sod areas as shown on the drawings or as required to control erosion:

1. Grass sod shall be Argentine Bahia Sod, meeting the requirements of Section 981, "Grassing and Sodding Materials" of the Florida Department of Transportation, DOT, Standard Specifications. Fertilizer shall be applied at the rate of 800 pounds per acre.

2. Approximately two inches of organic top soil shall be spread over the area to be sodded. The area shall be uniformly graded and hand raked prior to the installation of the sod.

0103-24-1 02300-2 Earthwork 3. Sod shall be placed tightly against adjacent pieces in order to provide a uniform surface, free of voids.

4. The Contractor shall provide routine maintenance of the sodded area until a full stand of grass has been obtained at the site. The Contractor shall water and mow the grass and clean up any debris prior to final acceptance.

3.02 TESTING:

A. Soil test shall be made as follows:

1. For each type of fill material used, obtain a moisture density relationship determination test in accordance with the Modified Proctor Method ASTM D1557.

2. Obtain in-place density test using the Sandcone or Shelby Tube Method. Two density tests shall be obtained in every lift for each structure. Areas which fail to meet the compaction requirements shall be re-compacted then retested until passing results are achieved. Density tests for pipeline trenches shall be the isolated footings and at three hundred foot intervals in the trench.

B. Location of in-place density tests shall be referenced to column lines, and to elevation datum. Reports shall be furnished to the Engineer as specified in the Section "Submittals."

END OF SECTION

0103-24-1 02300-3 Earthwork SECTION 02370

EROSION AND SEDIMENTATION CONTROL

PART 1 - GENERAL

1.01 RELATED DOCUMENTS: The General Provisions of the contract, including the General Conditions, Supplementary Conditions and Special Conditions, along with the General Requirements, apply to the work specified in this Section.

1.02 SUMMARY:

A. Includes But Not Limited To: Provide, install, maintain, and remove erosion and sedimentation controls as described in Contract Documents and as required by Contractors Pollution Prevention Plan.

B. Related Sections:

1. Section 02240 - Dewatering 2. Section 02300 - Earthwork

1.03 REFERENCES:

A. Florida Department of Transportation (Latest Editions):

1. Standard Specification for Road & Bridge Construction.

2. Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System.

B. Florida Department of Environmental Protection:

1. Rule 62-621 Generic Permits

C. Environmental Protection Agency (EPA)

1. National Manual of Stormwater Best Management Practices.

1.04 SUBMITTALS:

A. Provide copy of application and stormwater pollution prevention plan as submitted to Florida Department of Environmental Protection as required by 02370 3.02 A.

B. Provide a copy of Notice of Termination (NOT) of coverage under FDEP Generic Permit for Large and Small Construction Activities.

0103-24-1 02370-1 Erosion and Sedimentation Control PART 2 - PRODUCTS

2.01 MATERIALS:

A. Filter Fabric: Florida Department of Transportation Class D-3 material.

B. Sand Cement Bags:

1. Portland Cement: ASTM C-150 Type I/II material.

2. Fine Aggregate: Clean silica sand or other inert natural material of similar characteristics.

a. 97% material passing No.4 sieve b. 20% material passing No.100 sieve c. 5% material passing No. 200 sieve

3. Sacks: Provide sacks of uniform size made of jute, cotton or scrim reinforced paper capable of holding the sand cement mixture without leakage. Sacks shall provide a finished unit approximately 12x18x6 inches in measurement. Material shall be permeable and absorptive enough to permit passage of water to provide for hydration of cement. Materials shall be biodegradable and contain no asphalt, oil or plastic lamination.

C. Rubble:

1. Provide clean, hard, durable rubble free of pollutants consisting of broken stone, concrete or masonry. Material shall be free of reinforcing wire or steel rebar.

2. Material shall have a minimum nominal dimension of 3 inches for any given piece of rubble.

D. Fiber Rolls:

1. Tube shaped rolls of straw, flax, rice, coconut fiber, or compost.

2. Rolls shall be wrapped with UV degradable polypropylene netting or biodegradable netting.

E. Silt Fence: Florida Department of Transportation Type III silt fence meeting all requirements of FDOT Index 103.

0103-24-1 02370-2 Erosion and Sedimentation Control F. Seed for Temporary Erosion Control:

1. Winter Months (October to March): Annual Rye Grass 2. Summer Months (April to September): Millet Grass

G. Water: Clean and potable.

PART 3 - EXECUTION

3.01 PERFORMANCE:

A. General:

1. Provide and maintain temporary erosion and sedimentation control measures from time site is disturbed to time permanent controls, paving, landscaping, and site restoration measures are able to perform erosion and sedimentation control functions.

2. Clean-out, repair, and maintain control structures as necessary to enable them to perform properly.

3. Prevent pollution of streams, water impoundments, and channels leading to them with chemicals, fuels, lubricants, bitumens, raw sewage, and other harmful waste.

B. Sediment Barriers/Silt Fence:

1. Place fence as shown on Drawings and as necessary to maintain regulatory compliance with Contractor’s Pollution Prevention Plan.

2. As a minimum, Silt Fence shall be installed along all downstream project property lines and between any construction activity and all waterways, water bodies, sewer inlets and wetlands.

C. Fiber Rolls: Place rolls as shown on Drawings and as necessary to maintain regulatory compliance with Contractor’s Pollution Prevention Plan.

D. Seed or Sod:

1. All areas disturbed by construction, and to remain unpaved or outside the building envelope, shall be stabilized by permanent seed and mulch or sod, as described elsewhere in the contract documents. Refer to Section 02921 for permanent grassing requirements.

0103-24-1 02370-3 Erosion and Sedimentation Control 2. Areas that will be regraded or otherwise disturbed later during construction may be seeded with a temporary seed mix to obtain temporary erosion control.

E. Sand-cement Bag Rip Rap:

1. Proportion sand and cement in the ratio of 5 cubic feet of sand to 94 lbs of cement.

2. Fill sacks to uniform size. Keep at least 6 inches of the sacks unfilled to allow for tying and closure.

3. Place sacks as shown on the drawings. Place sacks in a running bond type pattern. Align sacks/bags so that continuous joints are perpendicular to the primary flow and staggered joints are parallel to the primary flow.

4. Stake alternating bags in place with an 18" length of #3 rebar centered in bag. Set top of bar 1" below surface of bag.

5. After placement saturate bags with water.

F. Rubble:

1. Place rubble as required by drawings or specifications.

2. Dump rubble in place so as to provide a minimum depth of 18 inches.

3. Ensure that rubble does not segregate so that smaller pieces evenly fill the voids between the larger pieces.

3.02 REGULATORY REQUIREMENTS:

A. Florida Department of Environmental Protection (FDEP) - NPDES Program.

1. Contractor shall notify Florida Department of Environmental Protection of proposed construction and file Notice of Intent (NOI) to use Generic Permit for Stormwater Discharge from Large and Small Construction Activities with Florida Department of Environmental Protection.

2. Contractor shall be responsible for application fee and preparation of all attachments. Attachments shall include a Pollution Prevention Plan.

a. The minimum requirements for pollution prevention are described on the contract drawings and in these specifications.

0103-24-1 02370-4 Erosion and Sedimentation Control b. The Contractor may use the pollution controls presented in these documents as the basis for his Pollution Prevention Plan.

c. The Contractor shall supplement the contract drawings and specifications as necessary to satisfy the Contractor’s permit application and the Contractor’s means and methods of construction.

3. It shall be the Contractor’s responsibility to familiarize himself with the permit conditions and maintain the site in a condition that will be compliant with the permit.

4. Any testing or other requirements required by the governing agency to remain compliant or in response to a non-compliance event shall be the financial and material burden of the Contractor.

5. Contractor shall notify FDEP of conclusion of project and submit a notice of termination (NOT) coverage.

3.03 DUST CONTROL:

A. Contractor shall make every effort to limit the transport of windborne dust and particulates from the disturbed site.

B. Soil erosion due to wind shall be controlled with the application of water to dampen soil.

3.04 REPAIR AND RESTORATION:

A. If any seed is washed out before germination, repair damage, refertilize and reseed.

B. Maintain silt fence in a functional condition. Repair any damage immediately. Implement a routine maintenance schedule for all erosion schedule. All erosion control features shall be inspected immediately following all storm events.

3.05 CLEANING:

A. Remove temporary controls and accumulated sediments when permanent facilities are able to perform function and when approved by Engineer.

B. Remove accumulations of silt and other erosion products from all permanent facilities.

END OF SECTION

0103-24-1 02370-5 Erosion and Sedimentation Control SECTION 02441

DIRECTIONAL DRILL

PART 1 - GENERAL

1.01 DESCRIPTION: Work under this section of the specifications consists of furnishing all materials, labor and equipment and performing all operations in connection with the installation of the underground utilities using the Horizontal Directional Drilling (HDD) installation method, also commonly referred to as a Directional Bore or Directional Drill. This work shall include all services, equipment, materials, and labor for the complete and proper installation, testing, and restoration of underground utilities.

1.02 QUALITY ASSURANCE:

A. The requirements set forth in this Specification specify a wide range of procedural precautions necessary to insure that the very basic, essential aspects of a proper Directional Bore installation are adequately controlled. Strict adherence shall be required under specifically covered conditions outlined in this Specification.

B. Adherence to the specifications contained herein, or the Engineer’s approval of any aspect of any Directional Bore operation covered by this Specification, shall in no way relieve the Contractor of their ultimate responsibility for the satisfactory completion of the work authorized under the Contract.

C. The Directional Drilling subcontractor shall have been in business for a minimum of three (3) years and shall have successfully completed a minimum of ten (10) other drills which utilized pipe both at least 12" in diameter and 500' long. The Contractor’s experience shall be in the type of pipe being proposed, i.e. HDPE or PVC pipe.

In order to unify responsibility for proper operation and service of the directional drill, it is the intent of these Specifications that all system components, labor, and equipment shall be furnished by a single subcontractor (unitary source).

1.03 SUBMITTALS:

A. Prior to beginning work, the Contractor must submit to the Engineer a report of the procedure and equipment to be used on the project. The report will insure that no drilling mud pits shall be used and that drilling mud from the bore hole shall be continuously removed with a vac truck.

0103-24-1 02441-1 Directional Drill 1. A list of equipment expected to be used for the Directional Bore, including special equipment and materials required for various soil conditions.

2. Time schedule for completing each Directional Bore, including any delays due to particular soil conditions.

3. Qualifications of the subcontractor and certification of the pipe welders.

4. The Contractor shall provide written verification of existing utility locations, both horizontal and vertical, that are located within the drill path. Utilities shall be located in accordance with ASCE Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data (CI/ASCE 38-02), Quality Level A.

5. The Contractor shall provide a conceptual drill path routing based on information obtained through Task 4 and provide documentation of all drilling entry and exit point considerations. All work shall be completed within FDOT right-of-way, Town right-of-way, or acquired easements. If a profile is not shown within the Drawings, the minimum clearance beneath all roadways shall be 10 bore diameters.

6. Environmental Protection Plan: Contractor shall provide an erosion and control plan for all drilling operations and any drainage, wetland, waterway, or other area designated for such protection by contract documents, state, federal, and local regulations. Contractor shall place hay bales, or approved protection, to limit intrusion upon project area. Additional environmental protection necessary to contain any hydraulic or drilling fluid spills shall be put in place, including berms, liners, turbidity curtains, and other measures. Contractor shall adhere to all applicable environmental regulations including environmental condition stated in local, state, and federal permits. Fuel may not be stored in bulk containers (greater than 25 gallons) within 200' of any water-body or wetland.

B. Shop Drawings: Submit shop drawings and product data for pipe material, drilling mud, polymers and equipment furnished under this Section in accordance with the General Conditions.

C. Pipe Installation Certificate: Upon completion of the directional drills, the subcontractor shall provide a written report, through the Contractor and endorsed in writing by the Contractor, certifying that the pipe has been properly installed, checked, pressure tested and is ready for placement into routine permanent service. As part of the Contractor’s submittal, a complete as-built drawing shall be submitted which shows the pipe location in 3 dimensions, x, y and z axis, at intervals not to exceed 10'.

0103-24-1 02441-2 Directional Drill 1.04 JOB CONDITIONS:

A. Planned night time work is expressly prohibited and will not be allowed unless approved by the Department of Transportation, the Owner and the Engineer.

B. All crossing operations shall be accomplished during daylight hours and shall not begin after the hour pre-established as the latest starting time that will allow completion during daylight hours.

C. When hazards of night time work are carefully considered and determined to be insignificant, night time work may be allowed only to complete a properly planned crossing, and only if, in the opinion of the Engineer, the delay was caused by reasonably unavoidable circumstances, and that such night time work is necessary to avoid placing an undue economic hardship on the Contractor.

D. In emergency situations, or where delay would increase the likelihood of a failure, night time work may be allowed to complete a delayed crossing that is already in progress.

1.05 PRODUCT DELIVERY: The pipe and all equipment shall be factory prepared components delivered undamaged to the site. They shall be capable of being set in place and field connected with minimal field assembly. Material stored at the site shall be done in accordance with DOT criteria if it is stored within the DOT right-of- way.

PART 2 - PRODUCTS

2.01 EQUIPMENT:

A. General: All equipment in the Directional Bore shall have the capacity, stability, and necessary safety features required to fully comply with the specifications and requirements of this section without showing evidence of undue stress or failure. It shall be the responsibility of the Contractor to assure that the equipment to be used in the Directional Bore is in sound operating condition. Backup equipment may be required in the event of an equipment breakdown and where the condition of the equipment to be used indicates that routine component replacement or repair will likely be necessary during the Directional Bore.

B. Directional Drilling System: The directional drilling equipment shall consist of truck-mounted field power unit and a frame-mounted drill unit. For small- sized rigs with capacities up to 40,000 pounds of push/pull and drill lengths of up to 500', the drill unit shall be dolly-mounted. For mid-size rigs with capacities of 40,000 to 100,000 pounds of push/pull and drill lengths of 500'

0103-24-1 02441-3 Directional Drill to 2,000', the drill unit shall be trailer mounted as a package. A minimum crew of three people is required to operate the small-sized units and five people to operate the mid-size units. All tunneling system components shall be in sound operating condition with no broken welds, excessively worn parts, badly bent, or otherwise misaligned components. All ropes, cables, clamps, and other non-mechanical but essential items shall be in sound condition and replaced immediately when need is apparent.

1. Field Power Units: The field power unit shall be a self-contained system designed to provide a supply of high pressure bentonite cutting fluid to the drill unit. It shall contain, at minimum, a 1,000 gallon fluid storage tank for small–sized rigs and 3,000 gallons for mid-size rigs as well as a complete bentonite mixing system. The cutting fluid is to be mixed on site without the need for an external water supply. It shall permit changes to be made to the bentonite concentration during tunneling in response to changing soil conditions. The field power unit shall contain the power take- off driven high pressure bentonite pumping system.

2. Directional Drill System: A dolly-mounted version of the drill system shall include a thrust frame. Both the trailer-mounted and dolly- mounted drill system shall be designed to rotate and push 10-foot (3- meter) minimum hollow drill sections into the tunnel being created by the boring head. The drill sections may be made of a high strength steel which permits them to bend to a 30-foot (9-meter) radius without yielding. Drill end fittings shall permit rapid make-up of the drill sections while meeting the torque, pressure and lineal load requirements of the system. The boring head itself shall be capable of housing a probe used by the Magnetic Guidance System (MGS) to determine tool depth and location from surface and to orient the head for steering. For stream, river or other non-accessible crossings, a wireline steering tool system shall be utilized to eliminate the need for a walkover locating system.

3. Restrictions: Other devices or utility placement systems for providing horizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the Engineer prior to commencement of the work. Consideration for approval will be made on an individual basis for each specified location. The proposed device or system will be evaluated prior to approval or rejection on its potential ability to complete the utility placement satisfactorily without undue stoppage and to maintain line and grade within the tolerances prescribed by the particular condition of the project. Water sluicing methods, jetting with compressed air, or boring or tunneling devices with vibrating type heads that do not provide positive control of the line and grade shall not be allowed.

0103-24-1 02441-4 Directional Drill C. Spoils Equipment: The bentonite removal system shall be a self-contained vacuum truck which has sufficient vacuum and capacity to remove excess bentonite mixture from the project site as required or directed by the Engineer.

D. Magnetic Guidance System: A Magnetic Guidance System (MGS) probe and interface shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. The tracker shall be capable of tracking at all depths up to one hundred feet and in any soil condition, including hard rock. It shall enable the driller to guide the drillhead by providing immediate information on the tool face, azimuth (horizontal direction), and inclination (vertical direction). The tracker shall be accurate to ±2% of the vertical depth of the borehole at sensing position at depths up to one hundred feet. Ferrous materials shall not influence or affect the MGS readings or accuracy.

Components: The Contractor shall supply all components and materials to install, operate, and maintain the MGS. This shall include, but not be limited to, the following:

• MGS Probe and Interface • Computer, Printer, and Software • DC Power Source, Current Control Box, and Tracking Wire

The Magnetic Guidance System (MGS) shall be a Sharewell TruTracker MGS, or other approved wire guidance system, and shall be setup and operated by personnel experienced with this system. “Walk-over” tracking systems shall not be used for stream, river or other non-accessible crossings, except as directed by the Engineer.

E. If equipment breakdown or other unforeseen stoppages occur and forward motion of the directional cutting head is halted at any time other than for reasons planned in advance (addition of drill stems, etc.), the boring path shall be immediately filled with a proper bentonite solution.

F. The boring tool shall have steering capability and have an electronic tool detection system. The position of the tool during operation shall be capable of being determined accurately both horizontally and vertically within 2% of the vertical depths of the boreholes. The boring tool shall have a nominal steering radius of 9 meters.

2.02 PIPE: All carrier pipe to be installed by the Directional Bore operation shall be HDPE or Fusible PVC as specified herein.

A. High Density Polyethylene (HDPE) Pipe and shall be as specified in AWWA Standard for Polyethylene (PE) Pressure Pipe and Fittings, 4 In. Through 63 In., for Water Distribution. The pipe shall meet the requirements of ASTM

0103-24-1 02441-5 Directional Drill D3350, PE 3408, DR 11.0, 160 psi rated, ductile iron pipe size. The pipe shall be color coded for the utility called for on the drawings. For potable water, the pipe shall have continuous blue stripes; for sanitary sewers, the pipe shall have green stripes; and for reuse water, the pipe shall have purple stripes. The pipe shall be of the size called for on the drawings with the following properties:

PROPERTIES FOR HDPE DR 11.0/160 PSI PIPE Nominal Pipe Nominal Minimum Wall Average ID Weight Size OD (in.) (in.) (in.) LB/FT 1 1/4" 1.660 0.151 1.340 0.31 1 1/2" 1.900 0.173 1.533 0.41 2" 2.375 0.216 1.917 0.64 3" 3.500 0.318 2.826 1.39 4" 4.500 0.409 3.633 2.30 5 3/8" 5.375 0.489 4.338 3.27 5" 5.563 0.506 4.490 3.50 6" 6.625 0.602 5.349 4.97 7 1/8" 7.125 0.648 5.751 5.75 8" 8.625 0.784 6.963 8.42 10" 10.750 0.977 8.679 13.09 12" 12.750 1.159 10.293 18.42 13 3/8" 13.375 1.216 10.797 20.26 14" 14.000 1.273 11.301 22.20 16" 16.000 1.455 12.915 29.00 18" 18.000 1.636 14.532 36.69 20" 20.000 1.818 16.146 45.30 22" 22.000 2.000 17.760 54.82 24" 24.000 2.182 19.374 65.24

0103-24-1 02441-6 Directional Drill B. Fusible PVC: Pipe shall be blue in color and made of compounds conforming to ASTM D1784 with a cell classification of 12454. It shall be manufactured in accordance with all requirements of AWWA C-900 DR-18 and supplied in 40 foot lengths. Fusible PVC pipe shall be extruded with plain ends. The ends shall be square to the pipe and free of any bevel or chamfer. There shall be no bell or gasket of any kind incorporated into the pipe.

Fusible PVC pipe lengths shall be assembled in the field with butt-fused joints. Fusion technician shall be qualified by the pipe supplier to install fusible PVC pipe of the type and size specified. Qualification shall be current as of the actual date of fusion performance on the project. The fusion technician shall follow the pipe supplier’s guidelines and recommendations for pipe fusion procedure. Only appropriately sized and outfitted fusion machines that have been approved by the fusible PVC pipe supplier shall be used for the fusion process. Fusible PVC pipe shall be installed in such a manner so as not to exceed the recommended bending radius nor maximum safe pulling force of the pipe as established by the pipe supplier.

2.03 DRILLING FLUIDS:

A. A mixture of premium Wyoming Bentonite clay and potable water is to be used as the cutting fluid for the Directional Bore. The Bentonite mixture used shall have the minimum viscosities as measured by a March Funnel:

Rock Clay 60 seconds Hard Clay 40 seconds Soft Clay 45 seconds Sandy Clay 90 seconds Stable Sand 120 seconds Loose Sand 150 seconds Wet Sand 150 seconds

These viscosities may be varied to best fit the soil conditions encountered.

B. No other chemicals or polymer surfactant shall be used in the drilling fluid without written consent of the Engineer and after a determination is made that the chemicals to be added are not harmful or corrosive to the facility and are environmentally safe.

C. Drilling fluid pressures and flow rates shall be continually monitored and recorded by the Contractor. The pressure shall be monitored at the pump. These measurements shall be made during pilot bore drilling, reaming, and pullback operations.

0103-24-1 02441-7 Directional Drill 2.04 TRACER WIRE: All non-metallic water main pipe directionally drilled shall have a #8 gauge, 49 strand 302 stainless steel, HMW-HDPE type insulation trace wire (blue in color) attached for locating purposes. Half hitch knot’s or other means shall be used to fasten the wire to the pipe at 10 to 20' spacings. Trace wire shall be run into valve boxes. Watertight splicing connectors shall be utilized for all splices. Contractor shall be responsible for continuity of trace wire between valve boxes.

PART 3 - EXECUTION

3.01 PERSONNEL REQUIREMENTS:

A. A competent and experienced supervisor representing the Contractor and Drilling Subcontractor shall be present at all times during the actual crossing operations. A responsible representative that is thoroughly familiar with the equipment and type work to be performed must be in direct charge and control of the operation at all times. In all cases, the supervisor must be continuously present at the job site during the actual Directional Bore operation.

B. The Contractor and Subcontractor shall have a sufficient number of competent workers on the job at all times to insure the Directional Bore is made in a timely and satisfactory manner. Adequate personnel for carrying out all phases of the actual Directional Bore operation must be on the job site at the beginning of work.

C. All pipe welding shall be completed by a certified welder which is certified by the manufacturer of the pipe.

D. The Engineer and FDOT must be notified a minimum of 48 hours in advance of starting work. The Directional Bore shall not begin until the Engineer or his representative is present at the job site and agrees that proper preparations for the operation have been made. The Engineer’s approval for beginning the installation shall in no way relieve the Contractor of the ultimate responsibility of the satisfactory completion of the work as authorized under the Contract.

E. If the Contractor fails to begin the Directional Bore at the agreed time, the Engineer will establish the next mutually convenient time to begin. To avoid undue hardship of either party, reasonable and mutual cooperation should be exercised where starting times are concerned.

3.02 INSTALLATION:

A. The Contractor shall be responsible for providing a Maintenance of Traffic (MOT) Plan to the agency having authority over the road right-of-way for approval. The MOT Plan shall show the location of all barricades, signs and

0103-24-1 02441-8 Directional Drill alternate routes for local traffic and pedestrian safety. Erection of the appropriate safety and warning devices in accordance with the Florida Department of Transportation (FDOT) Manual on Traffic Control and Safe Practices shall be completed prior to beginning work.

B. All excavation for entry and recovery pits and any other excavation necessitated by the Directional Bore shall be as specified in FDOT’s Standard Specifications for Road and Bridge Construction. The cost of restoring pavement, curb, sidewalk, driveways, lawns, storm drains, etc., and other landscaped facilities shall be borne by the Contractor as part of the lump sum unit price for the directional drill.

C. The following is a sequence of steps which must be adhered to for the Directional Bore operation:

1. Drill Path: Prior to drilling, Contractor shall utilize all verified locate information to determine drill pathway. Marked up drawings (see Site Preparation paragraph) shall be on site at all times and referred to during the drill operation.

2. Guidance System: Contractor shall provide and maintain instrumentation necessary to accurately locate the pilot hole (both horizontal and vertical displacements), measure pilot string torsional and axial and measure drilling fluid discharge rate and pressure. The Engineer shall have access to instrumentation and readings at all times during operation.

3. Pilot Hole: The pilot hole shall be drilled along the path shown on the drill path drawings or as modified by the Contractor and approved by the Engineer in the field. Unless approved otherwise by the Engineer, the pilot hole tolerances shall be as follows:

a. Elevation: As shown on the plans.

b. Alignment: ±1 foot.

c. Curve Radius: The pilot hole radius shall be no less than 80% of the maximum bending radius as recommended by the pipe manufacturer of the pipe being installed. In no case shall the bending radius be less than 30 pipe diameters, unless approved otherwise by the Engineer.

d. Entry Point Location: The exact pilot hole entry point shall be within ±1 foot of the location shown on the drawing or as directed by the Engineer.

0103-24-1 02441-9 Directional Drill e. Exit Point Location: The exit point location shall be within ±1 foot of the location shown on the drawing or as directed by the Engineer in the field.

f. Limitations on Depth: The planned depths shall be maintained as shown on the plans unless the Engineer demonstrates that Contractor’s shallower or deeper installation is acceptable.

4. Pull Back: After successfully reaming bore hole to the required diameter, Contractor will pull the pipe through the bore hole. In front of the pipe will be a swivel and reamer to compact bore hole walls. Once pull-back operations have commenced, operations must continue without interruption until pipe is completely pulled into bore hole. During pull-back operations, Contractor will not apply more than the maximum safe pipe pull pressure at any time. Maximum allowable tensile force imposed on the pull section shall be equal to 80% of the pipe manufacturer’s safety pull (or tensile) strength.

a. Torsional stress shall be minimized by using a swivel to connect a pull section to the reaming assembly.

b. The pullback section of the pipeline shall be supported during pullback operations so that it moves freely and the pipe is not damaged.

c. External pressure shall be minimized during installation of the pullback section in the reamed hole. Damaged pipe resulting from external pressure shall be replaced at no cost to the Owner.

d. Buoyancy modification shall be at the discretion of the Contractor and shall be approved by the Engineer. The Contractor shall be responsible for any damage to the pull section resulting from such modifications.

e. In the event that pipe becomes stuck, Contractor will cease pulling operations to allow any potential hydro-lock to subside and will commence pulling operations. If pipe remains stuck, Contractor will notify the Engineer. Owner, Engineer, and Contractor will discuss options and then work will proceed accordingly.

f. For pipe with a pulling length greater than 500 LF, the Contractor shall utilize a break-away link. Contractor shall provide a break-away link between the swivel and the pipe or a combination swivel and break link. Break-away link shall be rated at 80% of pipe manufacturer’s safe pull (tensile) strength.

0103-24-1 02441-10 Directional Drill Break pins shall be color coded for easy identification. Contractor shall provide rated break-away link for each material and pipe size(s) for the project.

5. Pipe Assembly:

a. Pipe shall be welded/fused together in one length, if space permits. Pipe may be placed on pipe rollers before pulling into bore hole to minimize damage to the pipe. It is critical that all original oxidized pipe surface be removed in order for fusion to take place. The scraping process requires that approximately .10" of the outer “skin” be removed in order to penetrate the oxidation and contamination barrier. Oxidized pipe surface simply will not bond.

b. Acceptability of Damaged Pipe: Cuts or gouges that reduce the wall thickness by more than 10% is not acceptable and must be cut out and discarded.

c. Butt Fusion Testing: When requested by the Engineer, butt fusion testing will be performed. The test fusion shall be allowed to cool completely, and then fusion test straps shall be cut out. The test strap shall be 12" (min) or 30 times the wall thickness in length with the fusion in the center and 1" (min) or 1.5 times the wall thickness in width. Bend the test strap until the ends of the strap touch. If the fusion fails at the joint, a new test fusion shall be made, cooled completely, and tested.

d. General Requirements for Open-Cut Construction: Mains shall be constructed of the materials specified and as shown on the drawings. Pipe and fittings shall be carefully handled to avoid damage, and if feasible, while they are suspended over the trench before lowering, they shall be inspected for defects and to detect cracks. Defective, damaged, or unsound pipe or fittings shall be rejected. Each section of the pipe shall rest upon the pipe bed for the full length of its barrel. Any pipe which has its grade or joint disturbed after laying shall be taken up and re-laid. Only suitable soils (no heavy clay) shall be utilized in the backfill operation up to 12 inches above the pipe. All precautions shall be taken to prevent sand or other foreign material from entering the pipe during installation. If necessary, a heavy, tightly woven canvas bag of suitable size shall be placed over each end of the pipe before lowering into the trench and left there until the connection is made to the adjacent pipe. Any time the pipe installation is not in progress, the open ends of the pipe shall be closed by a watertight plug or other method approved by the Engineer. Plugs shall remain

0103-24-1 02441-11 Directional Drill in pipe ends until all water is removed from the trench. Any sand or foreign material that enters the pipe shall be removed from the pipe immediately. No pipe shall be installed when trench conditions (standing water, excess mud, etc.) or the weather (rain, etc.) is unsuitable for such work, except by permission of the Engineer. Any section of pipe already laid which is found to be defective or damaged shall be replaced with new pipe. The Contractor shall coordinate utility locates with Sunshine State One-Call of Florida, Inc. (# 800- CAREFUL), at a minimum. The cover over all piping less than 24 inch size shall be a minimum of 30 inches in unpaved areas and 36 inches in paved areas with a maximum of 60 inches, unless approved otherwise by the Engineer. Cover for pipe under pavement shall be measured from the finished grade. Any reduction in pipe cover will require approval from the Engineer. Greater depths will be permitted where required to miss obstructions only. Lines shall be located as shown on the drawings. The Contractor shall investigate well in advance of pipe laying any conflicts which may require readjustments in planned locations and advise the Engineer of the results of these investigations so that the Engineer may give instructions as to the modifications required.

3.03 TESTING AND DISINFECTION:

A. Flushing of Completed Pipelines: Each section of completed pipeline shall be as thoroughly flushed as is possible. A minimum flow shall be used for flushing that will insure a velocity in the pipe of 2.5 ft. per second. Water required for testing and flushing shall be furnished by the Owner at existing pipes and outlets. Contractor shall be responsible for providing suitable temporary backflow preventer devices for use during flushing operations.

0103-24-1 02441-12 Directional Drill ALLOWANCE FOR EXPANSION UNDER TEST PRESSURE* (Reference ASME B31.8, Appendix N) Nominal Pipe Allowance for Expansion (U.S. Gals./100 Feet of Pipe) Size (in.) 2-Hour test 3- Hour test

3 0.15 0.25 4 0.25 0.40 10 1.3 2.1 11 2.0 3.0 12 2.3 3.4 14 2.8 4.2 16 3.3 5.0 18 4.3 6.5 20 5.5 8.0 22 7.0 10.5 24 8.9 13.3 28 11.1 16.8 32 14.3 21.5 36 18.0 27.0 40 22.0 33.0 48 27.0 43.0 54 35.0 55.0 * These allowances only apply to the test period and not to the initial expansion phase.

[For fusible PVC pipe, no pipe installation will be accepted if the leakage exceeds the quantities specified in AWWA C605, which is represented by the following equation.

LD P Q 148, 000

Where: Q = Quantity of makeup water (allowed) in gallons per hour L = Length of pipe section being tested, in feet D = Nominal diameter of the pipe, in inches P = Average test pressure during the hydrostatic test, in pounds per square inch (gauge)]

0103-24-1 02441-13 Directional Drill C. Disinfection of Complete Potable Water Main Pipeline: Following completion, the Contractor shall disinfect all potable water distribution mains and service lines in accordance with AWWA C651. Water shall be fed slowly into the system applying sufficient chlorine to produce a dosage in excess of 50 ppm at the farthest point in the system from the point of application. The chlorine solution then shall be retained in the line for a period of 24 hours. At the end of this time if a minimum chlorine residual of 5 ppm is not obtained, the procedure shall be repeated. During the disinfection process all valves shall be operated. After disinfection, the water shall be flushed from the system at its extremities until excessive chlorine residuals are eliminated. Water samples for bacteriological examination shall be taken as directed by HRS Department of Health and submitted to the nearest approved bacteriological laboratory. Disinfection shall not be considered satisfactory until laboratory reports are satisfactory to the State Department of Health.

3.04 SCHEDULE:

A. Connection to Existing System:

1. All connections to existing mains shall be made after complete disinfection of the proposed system and shall be made under the direction of the owners of the existing system. Valves separating the mains being installed from existing mains shall be operated by or under the direction of said owner’s representative. The cost of the work in making the connections shall be paid for by the Contractor.

2. In the event the proposed main is to be connected to a main which has one or more active services between the point of connection and the first connection and the first existing line valve, a temporary plug or cap shall be installed on the new main until the pressure tests and disinfecting are completed. Upon satisfactory completion, the cap or plug shall be removed from both mains and the connection made with pipe which has been scrubbed out with a solution of chlorine and water. The connection shall be made as swiftly as possible and any water in the ditch shall be kept below the level of the pipe. The pipeline shall then be placed in service by the Owner’s personnel.

3. In the event any existing users will be without water while a connection is being made, the Contractor shall notify the users when the water will be turned off and when the service will be resumed. In some instances, these connections may have to be made at night. No user shall be without water service without prior approval from the Owner.

0103-24-1 02441-14 Directional Drill 3.05 RECORDS:

A. An accurate log shall be kept by the Contractor on all installations. The purpose of this log is to record and report the data necessary to isolate and identify all common factors associated with underground crossing failures.

B. The MGS data shall be recorded every 10 feet during the actual crossing operation. The Contractor shall furnish “As-Built” plan and profile drawings based on these recordings showing the actual location horizontally and vertically of the installation and all utility facilities found during the installation. The MGS data shall be certified accurate by the Contractor to the capability of the MGS System.

3.06 RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY: Where pavement, trees, shrubbery, fences or other property and surface structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced and repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer.

3.07 CLEANUP: The Contractor shall maintain the site of the work in a neat condition. The Contractor shall remove all excess materials, excess excavated materials and all debris resulting from his operations within a time frame approved by the Engineer.

END OF SECTION

0103-24-1 02441-15 Directional Drill SECTION 02510

PIPE WORK - WATER DISTRIBUTION SYSTEM

PART 1 - GENERAL

1.01 DESCRIPTION: Work under this Section consists of furnishing all materials, supplies, equipment and labor in accordance with the requirements set forth herein and as shown on the Drawings.

1.02 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The work under this Contract shall be in strict accordance with the following codes and standards.

A. All Local, County, Municipal and Federal Codes.

B. American National Standards Institute (ANSI).

C. American Society for Testing and Materials (ASTM).

D. American Water Works Association (AWWA).

E. American Association of State Highway and Transportation Officials (AASHTO).

F. Florida Department of Transportation Specifications (DOT).

G. Recommended Standards for Water Works, 10-States Standards.

H. Florida Dept. of Environmental Protection

1.03 QUALITY ASSURANCE STANDARDS:

A. American National Standards Institute, Inc. (ANSI)/American Water Works Association (AWWA):

1. ANSI/AWWA C104, Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water.

2. ANSI/AWWA C105, Polyethylene Encasement for Ductile - Iron Piping for Water and Other Liquids.

3. ANSI/AWWA C111, Rubber-Gasket Joints for Ductile-Iron and Gray- Iron Pressure Pipe and Fittings.

4. ANSI/AWWA C115, Flanged Ductile-Iron Pipe with Threaded Flanges.

0103-24-1 02510-1 Pipe Work - Water Distribution System 5. ANSI/AWWA C150, Thickness Design of Ductile-Iron Pipe.

6. ANSI/AWWA C151, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds for Water or Other Liquids.

7. ANSI/AWWA C153, Ductile-Iron Compact Fittings, 3 In. Through 16 In., for Water and Other Liquids.

8. AWWA C502, Dry-Barrel Fire Hydrants.

9. AWWA C504, Rubber-Seated Butterfly Valves.

10. AWWA C515, Reduced Wall, Resilient-Seated Gate Valves for Water Supply Service.

11. AWWA C600, Installation of Ductile-Iron Water Mains and Their Appurtenances.

12. AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water.

13. AWWA C651, Disinfecting Water Mains.

14. AWWA C701, Cold-Water Meters - Turbine Type, for Customer Service.

15. AWWA C800, Underground Service Line Valves and Fittings.

16. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Distribution.

17. AWWA C905, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In. through 48 In. for Water Transmission and Distribution.

B. American Society for Testing and Materials (ASTM):

1. D1785, Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.

2. D2464, Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fillings, Schedule 80.

3. D2467, Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80.

4. D2564, Solvent Chemicals for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings.

0103-24-1 02510-2 Pipe Work - Water Distribution System 5. D2855, Making Solvent Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings.

C. Manufacturer's name and model numbers are listed to establish a standard of quality. Equivalent items of other manufacturers are acceptable.

1.04 SUBMITTALS:

A. Submit manufacturer’s certification of materials' conformance to specifications.

B. Submit manufacturer’s literature, catalog data and installation instructions.

C. Submit certified field pressure test reports.

1.05 PRODUCT DELIVERY AND HANDLING:

A. Exercise care to prevent damage of product during loading, transporting, unloading and storage.

B. Do NOT drop pipe or fittings.

C. Do not store directly on ground and assure that materials are kept clean. Pipe shall be kept bundled and strapped until it is ready for installation in order to prevent warping or disfiguring.

D. Store material in areas approved by the Owner.

E. Store material in such a manner as to not create a nuisance or safety hazard.

PART 2 - PRODUCTS

2.01 PIPE:

A. General: Pipe shall be furnished free from defects impairing strength and durability and should be of best commercial quality for purpose specified. Structural properties shall be sufficient to safely sustain or withstand strains to which it is normally subjected. All pipe shall bear the National Sanitation Foundation Seal for potable water pipe.

0103-24-1 02510-3 Pipe Work - Water Distribution System B. Pipe Materials:

1. Ductile Iron (D.I.) ANSI/AWWA C151:

a. Metal Thickness, ANSI/AWWA C150: 1) 3 Inch through 12 Inch: Pressure Class 350. 2) 14 Inch and Larger: Pressure Class 250. 3) Jack and Bore Crossings: Pressure Class 350.

b. Interior Lining, ANSI/AWWA C104: Mortar lined.

c. Exterior Coating, Bituminous Coating, 1 Mil thick.

2. Polyvinyl Chloride (PVC) 14 In. and Larger:

a. Specification: AWWA C905. b. Compound: PVC 12454-B, ASTM D 1784. c. Thickness: Class 165, DR 25.

3. Polyvinyl Chloride (PVC) 4 In. Through 12 In.:

a. Specification: AWWA C900. b. Compound: PVC 12454-B, ASTM D 1784. c. Thickness: Class 150, DR 18.

4. Polyvinyl Chloride (PVC), 3 In.:

a. Specification: ASTM D2241. b. Compound: PVC 12454-B, ASTM D1784. c. Thickness: Class 200, SDR 21.

5. Polyvinyl Chloride (PVC), 2-1/2 In. and Smaller:

a. Specification: ASTM D1785. b. Compound: PVC 12454-B, ASTM D1784. c. Thickness: Schedule 80.

C. Pipe Joints:

1. Ductile Iron:

a. Mechanical: ANSI/AWWA C111. b. Push On: ANSI/AWWA C111, single gasket type. c. Flanged: ANSI B16.1, 125 lb.

0103-24-1 02510-4 Pipe Work - Water Distribution System d. Restrained: Acceptable: Lock-Fast, American Ductile Iron Pipe; TR Flex, U.S. Pipe; Super-Lock, Clow Corporation; Megalug 1100 and 1700 Series.

2. Polyvinyl Chloride, 3 In. and Larger:

a. Push On: ASTM F477 Elastomeric Gaskets

b. Restrained: UNI-BELL B-13, Uni-Flange Restrainer; Megalug 2000 PV and 1600 Series.

3. Polyvinyl Chloride, 2-1/2 In. and Smaller:

a. Screwed: ASTM D2464. b. Solvent Weld: ASTM D2855. c. Solvent: ASTM D2564.

D. Pipe Fittings:

1. Ductile Iron and Polyvinyl Chloride (PVC) 3 In. and Larger:

a. ANSI/AWWA C153, ductile iron compact fittings. b. ANSI/AWWA C104, mortar lined. c. Mechanical: ANSI/AWWA C111. d. Push On: AWSI/AWWA C111. e. Flanged: ANSI B16.1, 125 lb. f. Restrained-Ductile Iron: Same as Ductile Iron Pipe Joints. g. Restrained-PVC: Same as PVC Pipe Joints.

2. Polyvinyl Chloride (PVC) 2-1/2 In. and Smaller:

a. ASTM D2464, Schedule 80 PVC threaded fittings. b. ASTM D2467, Schedule 80 PVC socket type fittings. c. ASTM D2855, solvent weld joints.

E. Pipe Marking and Identification:

1. Ductile Iron Pipe: Permanent marking tape, with the words “WATER MAIN” printed along the tape, shall be attached to the pipe for its entire length. In addition, similar marking tape shall be placed in the trench over the pipe, six to twelve inches below finished grade, of the entire length of pipe.

0103-24-1 02510-5 Pipe Work - Water Distribution System 2. PVC Pipe:

a. All non-metallic water main pipe installed underground shall have a #12 gauge, solid strand, copper type UF insulation trace wire (blue in color) attached for locating purposes. Half hitches shall be made behind each pipe bell and on each side of a valve or fitting. Branch splices shall be made at all tees, fire hydrants, and service lines. Trace wire shall be run into valve boxes. Watertight splicing connectors shall be utilized for all splices. Contractor shall be responsible for continuity of trace wire between valve boxes.

b. All PVC water main pipe shall be manufacturer’s standard blue color or shall have permanent marking tape attached with the words “WATER MAIN” printed along the tape. In addition, similar marking tape shall be placed in the trench over the pipe, six to twelve inches below finish grade, for the entire length of pipe.

2.02 GATE VALVES:

A. Two Inch and Larger: Shall be AWWA C515, iron body, resilient wedge, resilient seat, non-rising bronze stem with 2" square operating nut on buried valves, turn to left (counter clockwise) to open.

1. Working pressure of 200 psi.

2. Internal Metal Surfaces shall have two-part thermosetting epoxy coating, 4 mils thick.

3. Sealing Mechanism shall have zero leakage at 200 psi with flow in either direction.

4. End Conditions:

a. Above ground, $ 2-inch: Flanged Joint b. Below ground, $ 3-inch: Mechanical Joint c. Below ground, 2-inch and 2-1/2-inch: Threaded Joint

5. Acceptable: Mueller, American, or equal.

B. Two Inch and Smaller:

1. Type III (double wedge disc, rising stem, inside screw). 2. Class B (150 lb. steam rating). 3. Threaded ends.

0103-24-1 02510-6 Pipe Work - Water Distribution System 2.03 VALVE BOXES:

A. Provide at all manually operated valves installed on underground lines.

B. ASTM A48, cast iron, Class 30-B, 3-piece extension type, with cover marked "WATER" and flared base to suit valve furnished.

C. Acceptable: Figure No. F-2450, Clow Corporation; Catalog No. H10357, Mueller Co.; Figure No. E-3002, M & H Valve and Fittings Co., or equal.

2.04 FIRE HYDRANTS:

A. AWWA C502 Dry-Barrel type fire hydrant with 5 1/4" main valve.

B. Working Pressure Rating 150 psi.

C. Provided with two 2 ½ Inch hose connections and one 4 ½ In. hose connection.

D. Acceptable: American Darling B-62-B; Clow Medallion Hydrant, Mueller BSR 5 1/4" or equal.

2.05 FLUSHING VALVE:

A. Blow offs shall be box hydrants with a 2" main valve and a 2" bronze, male, thread discharge nozzle.

B. All hydrants shall have lockable iron lids, all bronze working parts and removable bronze seats with rubber seals.

C. One 24"-long operating wrench shall be provided for every three hydrants furnished.

D. Acceptable: Kupferle Foundry, Model 85B; H20K, Inc., the Sample Station; or equal.

2.06 TAPPING SADDLES: All tapping saddles shall be suitable for the size and type of pipe being tapped. Saddle for pipe 4-inch and larger shall be brass with stainless steel double band and bolts. Acceptable: Ford 202BS or equal. Saddles for pipe less than 4-inch diameter shall be Ford S70 or 202B, as required, or equal.

2.07 CORPORATION STOPS: Corporation Stops shall be Mueller, Hayes or Ford threaded on the inlet side with Mueller threads and the outlet side fitted with connections to suit the connecting pipe.

0103-24-1 02510-7 Pipe Work - Water Distribution System 2.08 CURB STOPS:

A. Curb stops shall be Mueller, Hayes or Ford.

B. All curb stops shall have a locking wing.

2.09 METER COUPLINGS:

A. Meter Couplings shall be Mueller, Hayes or Ford.

B. Couplings shall be straight meter couplings with M.I.P.T.

2.10 SERVICE PIPE: Service piping shall be polyethylene, SDR 9, AWWA C901, ASTM D2737, PE 3408, colored blue, NSF Seal, with Type 316 stainless steel inserts.

2.11 WATER METERS:

A. All Water Meters shall be AWWA C708, multi-jet type, cold water meters and shall be compliant with NSF ANSI 61 standards.

B. Meters of all sizes shall be manufactured by a single company with a repair facility located within 150 miles of the project site.

C. Meters shall be manufactured by Master Meter (Model MM 5/8"x3/4" BLMJ MTR NL 3G GAL | REG PL LID BTM), or equal. Meters shall include automatic-read functions that integrate into the Town’s existing auto-read system.

2.12 METER BOXES:

A. Water Meter Boxes shall be plastic or polymer material with an in ground base and a removable cast iron cover. The overall size of the box shall accommodate the size of the water meter and the curb stop with additional space at each end of the box.

B. Boxes located within traffic-loaded areas shall be suitable for wheel loads.

C. Acceptable: DFW Plastics, Inc. (Model DFW 1200).

2.13 DOUBLE-CHECK VALVE: Residential dual check assemblies shall be a lead-free assembly with end connections to suit meter apparatus. Valves shall be 3/4" with a 150 psig working reserve. Acceptable Manufacturers: Apollo, Watts, or approved equal.

2.14 PLASTIC LOCATING AND MARKING TAPE: Tape shall be plastic coated foil with a minimum width of 2 inches. Tape shall be highly visible and shall have the words “WATER MAIN” in at least 1" letters printed at least every 36 inches along the tape.

0103-24-1 02510-8 Pipe Work - Water Distribution System Tape shall be located one foot below ground surface directly above the centerline of the pipe. Tape shall be Allen Marking Tape, or equal.

2.15 LOCATE WIRING: Locate wire shall be installed on all PVC, ductile iron and HDPE water main piping, and services 10 LF or greater in length. No wire shall be installed on above ground installations (must meet minimum installation requirements, see details). Locate wiring for direct bury shall be 12 gauge, copper wire wtih 0.03 inches (minimum) HDPE insulation thickness, 0.141 inches (minimum) O.D. rated break load 250 lbs., 30 volt, 21% IACS. The outside color of the wire shall be blue. Copperhead and Protrace tracer wire, or approved equal.

2.16 PIPE COUPLINGS: The Contractor shall furnish and install pipe couplings as required to complete the work. Pipe couplings used to join two pieces of ductile iron pipe or PVC pipe shall be sized to match the outside diameter of the pipeline. Transition couplings shall be used to join pipes of different outside diameters. The coupling sleeve shall be manufactured of ductile iron conforming to ASTM A536 and be coated with 14 mils of epoxy. The bolts shall be manufactured of a metal of high corrosion resistance and shall conform to ANSI 21.11 (AWWA C111). Gaskets shall be wedge-type and manufactured of virgin SBR for water and sewer service. The installation of all couplings shall be in accordance with latest manufacturer’s recommendations. Unless approved otherwise by the Engineer, the maximum gap between pipe ends shall be: (based upon sleeve length) 5" sleeve, 1" gap; 7" sleeve, 2" gap, 10" sleeve, 3-1/2" gap; other per manufacturer’s recommendation. Couplers and adapters for polyethylene pipe shall be brass confirming to AWWA C800 and shall be female IPS, pack joint or compression nut.

2.17 LINE STOPS:

A. Line Stop sleeve shall be fabricated from 304 Stainless Steel. They shall have a pass through bolt design and provide 360o seal around the pipe. The 440 is fully passivated to return the stainless steel to its highest corrosion resistance. To provide the proper strength, support and safety factor for the valve, drilling machine operation and load forces, the body construction shall be a minimum of:

1. Outlet Half (load bearing half): 12 gauge Stainless Steel 2. Back Half (conforming half): 14 gauge Stainless Steel

B. For proper strength, support and rigidity for the valve, drilling machine operation and load forces, the outlet construction shall be minimum of:

1. Outlet: Schedule 40 Stainless Steel pipe sized to accept full size cutter.

2. Flange: Stainless Steel, 18-8 Type 304 ANSI 150 Drilling, recessed for tapping valve per MSSSP60.

0103-24-1 02510-9 Pipe Work - Water Distribution System C. Bolting System: The lugs shall have a pass-through bolt design, to avoid alignment problems and allow tightening from either side of the pipe. Bolts shall not be integrally welded to the sleeve. Bolting lug shall be triangular design with a maximum of 3" bolt center spacing.

D. Bolts, Nuts & Washers: 304 Stainless Steel, the bolts shall be track head type and furnished with permanently lubricated heavy-hex nuts and stainless washers.

E. Gasket: The full circumferential gasket shall be molded of synthetic rubber compounded for use with water salt solutions, mild acids, bases and sewage. The gasket shall have a gridded surface, be a full 1/4" thick with 304 stainless steel bridge plates molded flush into the gasket and have a raised hydromechanical outlet seal to seal against line surges and water hammer.

F. Pressure Rating: The sleeves shall be rated at 150 PSI hydrostatic with a test pressure of 200 PSI on pipe with a full circumferential break.

PART 3 - EXECUTION

3.01 EXCAVATION:

A. General: The Contractor shall perform all excavation of every description and of whatever substances encountered to the depths indicated on the Drawings or as necessary. This shall include all necessary clearing and grubbing of any foreign substance encountered within the structure or trench area. Excavated material suitable for backfill shall be piled in an orderly manner at a sufficient distance from the trench to prevent slides or cave-ins.

B. Protection of Existing Facilities and Utilities: All existing improvements such as pavements, conduit, poles, pipes and other structures, shall be carefully supported and fully protected from injury and, in case of damage, they shall be restored, pressure tested and disinfected by the Contractor without compensation. Existing utilities and other underground obstructions are shown on the plans, but the accuracy of the locations and depths is not guaranteed. The Contractor shall contact all utilities prior to construction and arrange for the necessary assistance in locating and protecting the existing utilities. The Contractor shall be responsible for damages to these existing utilities and shall, in case they are damaged, restore them to their original condition.

C. Trench Excavation: Shall be in accordance with the Florida Trench Safety Act. The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 in. each side of pipe for unsheeted or sheeted trench, with the maximum width of trench, measured at the top of the pipe, not to exceed the outside pipe diameter, plus 24 in., unless otherwise shown

0103-24-1 02510-10 Pipe Work - Water Distribution System on the Drawings. Trench walls shall be maintained vertical from the bottom of the trench to a line measured at the top of the pipe. From the top of the pipe to the surface of the trench walls shall be as vertical as possible under soil conditions.

No more than 300 linear feet of trench shall be open in advance of the completed pipe laying operation without prior approval of the Engineer. Pipe trenches across roadways and driveways shall be backfilled as soon as the pipe is installed. Where, in the opinion of the Engineer, adequate detour facilities are not available, no trench shall be left open across a roadway or commercial property driveway where adequate detour routes are not available for a period in excess of 30 minutes, or as directed by the governing authority. No trench shall be left open across any roadway or driveway for more than 24 hours. It shall be the Contractor's responsibility to provide traffic control and barricades as necessary.

D. Shoring, Sheeting and Bracing: The Contractor shall do all shoring, sheeting and bracing or provide other approved facilities required to perform and protect the excavation and as necessary for the safety of the public, the employees, and the preservation of existing roads, structures and other utilities. The top of such sheeting left in place shall be cut off at a minimum elevation of 2.5 ft. below finished grade.

E. Pavement Removal: The Contractor shall remove pavements as part of the trench excavation. The material from permanent pavement removal shall be carefully separated from trench excavation material and disposed of by the Contractor.

F. Boulder Removal: All rocks, stones, boulders or concrete, having any dimension larger than permitted to be used for backfill in the paragraph entitled "Backfilling" of these Specifications, shall be removed from the site and disposed of by the Contractor.

G. Unsuitable Soil Conditions and Overdepth Excavation: Where determined by Engineer or his representative that the soils encountered in the utility trench excavation are unsuitable for pipe bedding and/or backfill, the depth of excavation shall be increased as directed by Engineer or his representative. The bottom of the excavation shall be brought up to the proper excavation elevation utilizing suitable and properly-compacted backfill material or bedding material as directed by the Engineer or his representative. Bedding material if required, shall consist of ½" to 1" diameter gravel placed in bottom of trench at a thickness of 4 to 6 inches. Suitable backfill material shall then be installed and compacted over pipe as described in Paragraph 3.04. Contractor shall be compensated for removal and replacement of unsuitable soils in accordance with the applicable bid items.

0103-24-1 02510-11 Pipe Work - Water Distribution System H. Disposal of Excess Material: The Contractor shall dispose of the excavated materials not required or suitable for backfill. All surplus excavated material which is unsuitable for fill shall become the property of the Contractor and shall be disposed of by the Contractor at his expense. Pieces of broken asphalt shall be carefully separated from suitable fill material and hauled to an asphalt plant for disposal or shall be disposed of by some other acceptable means by the Contractor at no expense to Owner. All excavated material not suitable for backfill (e.g., concrete, boulders, roots, etc.) shall be carefully separated from suitable fill material and disposed of by the Contractor at no expense to Owner. Owner has the option to accept suitable backfill material from the Contractor.

3.02 INSTALLATION OF WATER MAINS AND SERVICES:

A. General: Unless otherwise noted on the Drawings or in other sections of this Specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable AWWA or ASTM Standards.

1. Ductile Iron Pipe: AWWA C600.

2. Polyvinyl Chloride Pipe: ASCE Manual No. 37, ASTM D2321.

3. If a conflict exists between the manufacturer's instructions and the AWWA or ASTM Standards, the manufacturer's instructions shall govern.

4. Examine area to receive pipe work for defects that adversely affect execution of work or cause deviation beyond allowable tolerances for piping clearances.

5. Carefully examine each section of pipe or valve before installation. Do not use defective or damaged pipe or materials. Remove such pipe or material from project site immediately.

B. Preparation: The Contractor shall use every precaution during construction to protect the pipe against the entry of nonpotable water, dirt, wood, small animals and other foreign material that would hinder the operation of the pipeline. All valves installed in main shall be kept tightly closed until flushing and testing are to be performed. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment. All piping shall be placed in a dry trench, unless wet trench installation is approved by the Engineer.

C. Depth of Cover: Unless otherwise shown on the Drawings, or otherwise authorized by the Engineer, the pipe shall have a minimum cover of 36 inches.

0103-24-1 02510-12 Pipe Work - Water Distribution System D. Connections to Existing Mains: The Contractor shall make connections to existing mains as shown on the Drawings. Connections shall be made only after arrangements have been completed by the Contractor with the Owner of the system and shall be under the System Owner's immediate supervision. Contractor shall be required to restrain existing pipe as necessary in accordance with pipe restraint schedule.

E. Pipe Thrust Restraints: Mechanical restrainers shall be installed as required to properly restrain all piping systems. At a minimum, restrainers shall be provided on all below-grade valves and fittings and at the required number of pipe joints in each direction. Required lengths of restrained pipe shall be as shown in pipe restraint schedule at end of this paragraph for the type of soil encountered. For above-grade piping, all valves and fittings shall be threaded, flanged or solvent welded with supports as required.

0103-24-1 02510-13 Pipe Work - Water Distribution System PIPE RESTRAINT SCHEDULE

MINIMUM LENGTH OF PIPE (IN FEET) REQUIRED TO BE RESTRAINED ON EACH SIDE OF A VALVE OR FITTING FOR SANDY SOILS (SW, SP, SM, SC)

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS END LOW HIGH

P #4181818181822361852 V C 6241818181830383673 8311818181840693696 P I 10 37 18 18 18 18 48 93 54 115 P E 12 43 18 18 18 18 56 99 54 136 14 49 20 18 18 18 64 101 72 155

16 55 23 18 18 18 72 103 72 174

18 60 25 18 36 20 80 104 72 192

20 65 27 18 36 21 87 105 72 211

24 75 31 18 36 25 102 134 90 246

30 88 37 18 36 29 122 185 90 295

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS LOW HIGH END D #4181818181818181833 U C 6 20 18 18 18 18 19 35 36 47 T 8261818181825443661 I L 10 31 18 18 18 18 30 60 54 73 E 12 37 18 18 18 18 36 63 54 86 I 14 41 18 18 18 18 41 64 72 98 R O 16 46 19 18 36 18 46 66 72 111 N 18 51 21 18 36 18 51 66 72 122 20 56 23 18 36 18 56 67 72 134 24 64 27 18 36 21 65 85 90 156 30 75 31 18 36 25 78 118 90 188

0103-24-1 02510-14 Pipe Work - Water Distribution System PIPE RESTRAINT SCHEDULE

MINIMUM LENGTH OF PIPE (IN FEET) REQUIRED TO BE RESTRAINED ON EACH SIDE OF A VALVE OR FITTING FOR CLAYEY AND SILTY SOILS (CL, CH, ML, MH)

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS OFFSETa END

LOW HIGH

P #4191818181823361855 V C 6261818181832403677 8 35 18 18 18 18 42 73 36 101 P I 10 42 18 18 18 18 50 98 54 121 P E 12 50 21 18 18 18 59 104 54 143 14 57 23 18 36 20 67 106 72 163

16 64 27 18 36 23 76 109 72 183

18 71 29 18 36 25 84 109 72 202

20 78 32 18 36 28 92 110 72 221

24 92 38 18 36 33 107 140 90 258

30 110 46 22 54 40 127 193 90 308

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS OFFSETa END

LOW HIGH

D #4181818181818181835 U C 6221818181820253649 T 8291818181827463664 I L 10 35 18 18 18 18 32 62 54 77 E 12 41 18 18 18 18 37 66 54 90 I R 14 47 20 18 18 18 43 67 72 103 O 16 53 22 18 36 19 48 68 72 115 N 18 59 24 18 36 21 53 69 72 127

20 65 27 18 36 23 58 70 72 140

24 76 31 18 36 27 67 89 90 162

30 91 38 18 36 32 80 122 90 194

0103-24-1 02510-15 Pipe Work - Water Distribution System Assumptions: 1. Pipe Test Pressure = 150 PSI 2. Minimum Pipe Depth = 3.0 Feet 3. Laying Condition = Type 5 4. Safety Factor = 2.0

a “Low” represents the minimum length of pipe (in feet) required to be restrained on the low side of the vertical offset, which is typically downstream of the offset fitting. “High” represents the minimum length of pipe (in feet) required to be restrained on the high side of the vertical offset, which is typically upstream of the offset fitting. Required restrained lengths assume an offset angle # 45E.

b Distance represents the linear feet of large diameter pipe upstream of the reducer required to be restrained. Restrain small diameter pipe at reducer at a minimum. If there is an unobstructed run downstream of the reducer (i.e. small diameter pipe) of at least 2.5 times the required length of large diameter pipe to be restrained, then restraint is required only at the reducer fitting. If small end of reducer is more than three pipe sizes smaller than large end, consult Engineer for required length to be restrained.

3.03 WATER AND SEWER LINE ORIENTATION:

A. Horizontal Separation:

1. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying reclaimed water.

2. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water. The minimum horizontal separation distance between water mains and gravity-type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer.

B. Vertical Separation:

1. New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.

2. New or relocated, underground water mains crossing any existing or proposed pressure-type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the

0103-24-1 02510-16 Pipe Work - Water Distribution System outside of the water main is at least 12 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline.

3. At the utility crossings described in paragraphs B.1. and B.2. above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water, and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water.

C. Alternate Separation:

1. Where an underground water main is being laid less than the required minimum horizontal distance from another pipeline and where an underground water main is crossing another pipeline and joints in the water main are being located less than the required minimum distance from joints in the other pipeline, equivalent separation can be achieved by:

a. Use of pressure-rated pipe conforming to the American Water Works Association standards C-900 or C-905 for the other pipeline if it is a gravity- or vacuum-type pipeline;

b. Use of welded, fused, or otherwise restrained joints for either the water main or the other pipeline; or

c. Use of watertight casing pipe or concrete encasement at least six inches thick for either the water main or the other pipeline.

2. Where an underground water main is being laid less than three feet horizontally from another pipeline and where an underground water main is crossing another pipeline and is being laid less than the required minimum vertical distance from the other pipeline, equivalent separation can be achieved by:

a. Use of ductile iron carrier or casing pipe, or concrete encasement at least four inches thick for the water main; and

b. Use of ductile iron carrier or casing pipe, or concrete encasement at least four inches thick for the other pipeline if it is new and is conveying wastewater or reclaimed water.

0103-24-1 02510-17 Pipe Work - Water Distribution System D. Concrete Encasement of Pipe: Where concrete encasement of pipe is required for obtaining separation from other pipes or for other reasons (e.g., inadequate cover), the pipe shall be encased with 3,000 psi concrete having a minimum thickness of 6 inches all around the outside of the pipe. Pipe must be supported in trench to allow 6 inches of concrete on all sides. Concrete must be mechanically vibrated into place. The Engineer or his representative must be present at the time of encasement.

3.04 BACKFILLING:

A. Material: All backfill shall be excavated material, essentially free of organic material, asphaltic concrete, clay, concrete, boulders and other deleterious material.

1. Bedding and Pipe Embedment: The material in the bedding, around the pipe and to a depth of 1 ft. over the pipe, shall be sand or a mixture of sand, shell or crushed stone properly graded and mixed so that fine grain material from the side walls of the trench or backfill above the embedment will not migrate into the backfill material. The backfill shall meet the following limitations.

a. Ductile Iron Pipe: All material shall pass through a 3/4 in. square opening laboratory sieve.

b. Plastic Pipe: All materials shall pass through a ½ in. square opening laboratory sieve.

2. Above Pipe Embedment: The material shall be sand or a mixture of sandy material with rock, stone and shell. Rock, stone and shell shall pass through a 3-1/2 inch ring.

3. Top of Backfill: The top 12 inches of the backfill shall be topsoil and/or sandy material.

4. Additional Fill: If sufficient suitable backfill material is not available from the excavation, additional fill meeting the above requirements shall be provided by the Contractor.

B. Placing and Compaction:

1. Under Pavement: Where the excavation is made through existing or proposed pavements, including shoulders, curbs, driveways, sidewalks, or structures, the entire backfill to the subgrade of the pavement or structures shall be made with predominantly sandy material free from rock, stones or organic matter, except that rocks passing a 3-1/2 inch ring will be permitted in the backfill between the elevation one foot above the top of the pipe and the bottom of the pavement subgrade.

0103-24-1 02510-18 Pipe Work - Water Distribution System The entire backfill material, including the material placed around and one foot above the pipe, shall be compacted to a density of not less than 98% of the maximum density, as determined by AASHTO T 180. Particular care shall be taken to insure that the backfill at the haunch is free from voids and is properly compacted. Compaction by flooding or puddling will be permitted only by written authorization from the Engineer.

Roads, walks and driveways consisting of broken stone, gravel, clay, marl, shell, shellrock, or a conglomerate of such materials, are not considered as being permanent pavement.

2. In Areas Not Under Permanent Pavement: Within right-of-ways or other areas where permanent pavement does not exist or is not proposed, including roads, walks and driveways consisting of broken stone, gravel, clay, marl, shell, shellrock or conglomerate, the entire backfill to the subgrade of the pavement or structures shall be made with predominantly sandy material free from rock, stones or organic matter, except that rocks having a maximum dimension of 3 ½ inch will be permitted in the backfill between the elevation 1 ft. above the top of the pipe and 1 ft. below the surface. Particular care shall be taken to insure that the backfill at the haunch is free from voids and is properly compacted. The bedding and embedment shall be compacted to a density of not less than 98 percent of maximum as determined by AASHTO T 180. The backfill material above 1 ft over the pipe shall be compacted to a density of not less than 90 percent of the maximum density, as determined by AASHTO T 180. Compaction by flooding or puddling will be permitted only by written authorization from the Engineer.

In areas where unpaved, stabilized roads exist, the Contractor shall restore the road to its original grade and condition. The finished stabilized road shall have a minimum LBR value of 40 for the top 12" of the roadbed.

3. Miscellaneous: Backfilling around meter boxes, valve boxes and other structures shall be accomplished in the same manner as the connected pipe. Extreme care shall be used in backfilling wellpoint holes to prevent voids and settlement. If necessary, the holes should be plugged with a concrete slurry, such plugging to be at the expense of the Contractor.

4. Compaction Tests: The Engineer or his representative may at any time instruct the Contractor to partially excavate a previously backfilled trench or temporarily backfill a short section of the trench for the purpose of obtaining measurements of the density of the backfill. All density tests shall be paid for by the Contractor. Density tests shall

0103-24-1 02510-19 Pipe Work - Water Distribution System be taken along the pipe a minimum of every 300 feet, at each road lane crossing, and as directed by Engineer. Density tests shall be taken in one foot lifts from bottom of trench to finished grade.

3.05 CULVERT REMOVAL AND REPLACEMENT:

A. Culverts, catch basins and other drainage structures that are removed or damaged during construction shall be replaced with materials and structures equal and similar to those removed or damaged. Manhole covers and gratings shall be set at the original elevations unless otherwise directed.

B. The Contractor shall take precautions against the entry of excavated and other loose material resulting from his operations from entering catch basins, culverts and other drainage structures in the vicinity of his operations. He shall maintain the cleanliness of these drainage structures in a condition equal to that prior to the commencement of his operations during the construction. The Contractor shall be responsible for all damage to persons, roads, buildings, vehicles and other property resulting from the failure of the Contractor to maintain these drainage structures.

3.06 TESTING AND DISINFECTION:

A. Flushing of Completed Pipelines: Each section of completed pipeline shall be thoroughly flushed. A minimum flow shall be used for flushing that will insure a velocity in the pipe of 2.5 ft. per second. Water required for testing and flushing will be furnished by the Owner at existing pipes and outlets. Contractor shall slowly fill system to eliminate air pockets, then flushed to remove particulates. Flushing shall comply with Figures 1 and 2, and Table 3 of AWWA C651. Provide corporation stops at any high points in line in order to bleed air from pipe. Contractor shall make provisions to properly dispose of water from his flushing operations. Flooding of streets and private property shall not be permitted. Contractor shall arrange with Owner 72 hours in advance of the time of flushing for the availability of water. Water required for testing and flushing will be furnished by the Owner from a potable water source satisfactory to the Owner.

0103-24-1 02510-20 Pipe Work - Water Distribution System valve unless otherwise directed by the Engineer. The line shall be filled with water and all air removed, and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided by the Contractor for measuring the makeup water required to maintain this pressure. Leakage is defined as the quantity of makeup water added to the pipe being tested during the test period. No pipe installation will be accepted if the leakage exceeds the quantities specified in AWWA C605-05, which is represented by the following equation.

LD P Q 148, 000

C. Testing Plan: The Contractor must review his plan for testing with the Engineer at least two (2) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free of debris prior to final acceptance.

D. Disinfection: The disinfection of water main piping shall be conducted in accordance with AWWA C651 using the continuous-feed method and shall be performed by specialty trained personnel. The new water piping shall be kept isolated from the existing distribution system using a physical separation (Figure 1 of AWWA C651) until satisfactory bacteriological testing has been completed. Provide all temporary filling, flushing and testing connections (complying with Figures 1 and 2 of AWWA C651), potable water, chemicals, sampling and bacteriological test results. The continuous-feed method shall include slowly and completely filling the main to remove air pockets, preliminary flushing, and filling the main with chlorinated water having a free chlorine concentration of no less than 25 mg/l. At the end of a 24-hour contact time, the heavily chlorinated water, having a free chlorine residual of not less than 10 mg/l, shall be flushed from the main until the chlorine concentration leaving the main is no higher than that prevailing in the existing distribution system. Neutralize the heavily chlorinated water leaving the main with one of the chemicals named in Appendix C of AWWA C651. Make final, permanent connections to existing mains in accordance with Section 4.6 of AWWA C651. Conduct bacteriological sampling and testing in accordance with Section 5 of AWWA C651. After sampling, maintain a minimum

0103-24-1 02510-21 Pipe Work - Water Distribution System pressure of 20 psig in the mains until regulatory permission is granted to place the mains into service. Provide satisfactory test results consisting of two consecutive sets of samples, taken at least 24 hours apart, showing the absence of total coliform organisms and the presence of a chlorine residual. If necessary, redisinfect until satisfactory test results are obtained.

3.07 PROTECTION: At the end of each workday the mains under construction shall be plugged to prevent the entry of small animals or rodents. Temporary plugs shall be provided for this purpose. Keep all valves closed during construction.

3.08 RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY: Where pavement, trees, shrubbery, fences or other property and surface structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced and repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer.

3.09 RESTORATION AND CLEANUP:

A. Restoration:

1. General: Restoration of areas disturbed by the Contractor's operations shall begin as soon as practical. Contractor's restoration operations shall keep pace with utility installation. Engineer reserves the right to halt utility installation until restoration and cleanup requirements are satisfied.

2. Time Frame for Restoration: Restoration of areas disturbed by the Contractor's operations shall begin no later than 14 days and shall be completed (excluding punch list items) no later than 28 days from the time construction first began in the area. No more than 1,000 LF along the path of the work may be completely unrestored (excluding punch list items) at the end of each day.

B. Cleanup: The Contractor shall maintain the site of the work in a neat condition. The Contractor shall remove all excess materials, excess excavated materials, and all debris resulting from his operations a minimum of once per week.

END OF SECTION

0103-24-1 02510-22 Pipe Work - Water Distribution System SECTION 02511

INSERTION VALVES AND EQUIPMENT

PART 1 - GENERAL

1.01 DESCRIPTION: The insertion valves and equipment shall be capable of installation without shutdown of pipe sizes in the range of 4" to 12" diameters. The capabilities specified herein are minimum-mandatory requirements that must be met by any insertion equipment or insertion valve offered.

1.02 SCOPE OF WORK: The work under this section shall include the furnishing, installation, and testing of all insertion valves as specified herein and shown on the plans. Items to be provided include, but shall not be limited to, the following:

A. Insertion valves material as to AWWA C515.

B. Insertion valves installation equipment.

1.03 SUBMITTALS: Provide the following in conformance with applicable requirements contained in Submittals:

A. Shop Drawings: Submit shop drawings for insertion valves and miscellaneous components.

B. Erection Drawings: Erection drawings shall include the procedures to be used in setting and supporting valves.

1.04 SUBMITTALS:

A. Submit manufacturer's certification of materials' conformance to specifications.

B. Submit manufacturer's literature, catalog data and installation instructions.

C. Submit certified field pressure test reports.

1.05 QUALITY ASSURANCE: All insertion valves and miscellaneous components shall be new, free from defects or contamination, and wherever possible shall be the standard product of the manufacturer.

1.06 EQUIPMENT STORAGE AND HANDLING: Insertion valves and insertion valve installation equipment shall be handled with equipment designed to prevent damage to the components. Insertion valves and installation equipment shall be stored in a manner that prevents exposure to the elements.

0103-24-1 02511-1 Insertion Valves and Equipment PART 2 - PRODUCTS

2.01 INSERTION VALVES: All insertion valves shall be provided as shown in the plans and as specified herein. Buried insertion valves shall be non-rising stem and wrench operated. The valve assemblies shall be furnished complete and adequate for the specified or shown purpose and shall include all essential components of equipment, together with all mountings and other appurtenances normal and necessary for proper installation, whether shown or not. Insertion valves shall be equipped with a 2-inch square AWWA operating nut.

A. The insertion valve shall be capable of pressure-tight assembly to exterior of the pipe in which flow is to be stopped at a working pressure not to exceed 250 psi.

B. The insertion valve shall be constructed of a two (2) piece ductile iron casting (top and bottom) to be bolted together using ductile iron bolts with zinc alloy anodes (corrosion protection) manufactured to the ductile iron specification of ASTM 536 65-45-12.

C. The insertion valve shall meet AWWA material specification of C509-09 for resilient seal valves suitable for potable water service.

D. The resilient wedge shall seat on the valve body and not the pipe to obtain the optimum seating and flow control results. The resilient wedge shall be totally independent of the carrier pipe.

E. The valve stem shall be made of stainless steel with a tensile strength of 60,000 psi.

F. All components of valve shall be manufactured, assembled, and coated in the USA.

G. The insertion valve shall use stainless steel fasteners joining the valve bonnet to the valve top casting, unless otherwise noted in assembly drawings.

H. Valve shall be coated with a minimum of 8 mils of fusion bonded epoxy in compliance with AWWA C550 and shall be certified to meet NSF-61.

I. The design of the valve shall have a satisfactory seal against the pipe exterior in the following ranges using multiple gaskets, if necessary. Valves shall conform to the operational (turns) requirements of AWWA C509-09 with specified turns to open left (counter clockwise). Valves shall be capable of working on IPS PVC, C900 PVC, cast iron, ductile iron, and asbestos cement pipe diameters.

0103-24-1 02511-2 Insertion Valves and Equipment DIAMETRICAL OD RANGE PIPE STANDAR VALVE TURNS SIZE SMALL OVERSIZED MAXIMUM D

4" 4.50 4.80 5.30 5.55 15 - Full

6" 6.625 6.90 7.30 7.55 21 - Full

8" 8.625 9.05 9.35 9.70 27 - Full

10" 10.750 11.10 11.40 12.12 34 - Full

12" 12.750 13.20 13.55 14.40 39 - Full

J. Acceptable Manufacturers: TEAM InsertValve, or equal.

2.02 VALVE INSERTION EQUIPMENT: The size and weights of each (4" through 12") valve insertion unit shall be, once lowered into an excavation hole, that two (2) employees can mount the equipment onto the valve. The equipment shall be capable of installation without shutdown, at one location, of pipe sizes in the range of 4" to 12" diameters. The capabilities specified herein are minimum mandatory requirements that must be met by any insertion equipment or insertion valve offered.

A. Tapping Machine: The tapping machine shall be a three rail style with integral gear box with a hydraulic motor permanently attached to the gear box. The tapping machine shall not be the bonnet insertion tool and shall be equipped with a shell cutter holder and flushing port. The boring bar shall be at least 2” diameter.

B. Tapping Machine Shell Cutter: The shell cutters shall be larger than the pipe OD to facilitate the complete section of pipe to be removed, and shall have “flow through” holes to allow water service to be maintained during the tap. Integral with the shell cutter shall be a pilot bit designed with a series of catch wires to retain the coupon. The shell cutters shall cut either: cast-iron, pitcast, sand-cast, ductile iron, AC and/or PVC pipe.

C. Isolation Valve: The isolation valve shall be designed to allow the InsertValve bonnet to pass through the throat and shall have an equalization device. The isolation valve shall be designed to mate up with the following: InsertValve body, Tapping Machine, Insertion Tool and Inspection / Vacuum Tool.

D. Insertion Tool: The insertion tool shall be of the three rail style and shall be independent of the tapping machine with a modular design so that it can be attached to various insertion housings. The insertion tool shall be designed to allow for internal pressure equalization through the InsertValve bonnet for safe insertion and removal. External pressure equalization types will not be allowed.

0103-24-1 02511-3 Insertion Valves and Equipment E. Inspection/Vacuum Tool: The inspection / vacuum tool must be designed to attach to the isolation valve, and shall have a triple O-ring seal within the articulating ball allowing full rotation during the inspection/chip removal process. Two (2) sight windows shall be provided for the 4" through 8” Insert Valves, and four (4) sight windows for the 10" through 12” Insert Valves.

F. Hardware: Bolting materials shall develop the physical strength requirements of ASTM A307 with dimensions conforming to ANSI B18.2.1.

PART 3 - EXECUTION

3.01 FIELD TESTS: Test all valves and appurtenances for proper operating adjustments and settings and for freedom from vibration, binding, scraping, and other defects. Upon installation, all valves shall be opened and closed under pressure in the presence of the Owner.

3.02 WARRANTY: Each valve installed shall be warranted against defects and leakage for a period of one year from the date of Owner’s acceptance.

3.03 O&M MANUAL: Owner shall be furnished three (3) Operation and Maintenance Manuals for each type of insertion valve installed.

END OF SECTION

0103-24-1 02511-4 Insertion Valves and Equipment SECTION 02539

PIPE WORK & ACCESSORIES - LIFT STATION

PART 1 - GENERAL

1.01 DESCRIPTION: Work under this Section consists of furnishing all materials, supplies, equipment and labor in accordance with the requirements set forth herein and as shown on the drawings.

1.02 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The work under this Contract shall be in strict accordance with the following codes and standards.

A. All Local, County, Municipal and Federal Codes.

B. American National Standards Institute (ANSI).

C. American Society for Testing and Materials (ASTM).

D. American Water Works Association (AWWA).

E. American Association of State Highway and Transportation Officials (AASHTO).

F. Florida Department of Transportation Specifications (DOT).

G. Recommended Standards for Wastewater Facilities (10-States Standards).

H. Florida Dept. of Environmental Protection.

1.03 QUALITY ASSURANCE STANDARDS:

A. American National Standards Institute, Inc. (ANSI)/American Water Works Association (AWWA):

1. ANSI/AWWA C105, Polyethylene Encasement for Ductile - Iron Piping for Water and Other Liquids.

2. ANSI/AWWA C111, Rubber-Gasket Joints for Ductile-Iron and Gray- Iron Pressure Pipe and Fittings.

3. ANSI/AWWA C115, Flanged Ductile-Iron Pipe with Threaded Flanges.

4. ANSI/AWWA C150, Thickness Design of Ductile-Iron Pipe.

0103-24-1 02539-1 Pipe Work & Accessories - Lift Station 5. ANSI/AWWA C151, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds for Water or Other Liquids.

6. ANSI/AWWA C153, Ductile-Iron Compact Fittings, 3 In. Through 16 In., for Water and Other Liquids.

7. AWWA C508, Swing-Check Valves for Waterworks Service, 2 In. Through 24 In.

8. AWWA C515, Reduced Wall, Resilient-Seated Gate Valves for Water Supply Service

9. AWWA C600, Installation of Ductile-Iron Water Mains and Their Appurtenances.

10. AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water.

11. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Distribution.

12. AWWA C905, Polyvinyl Chloride (PVC) Pressure Pipe, 14-inch through 48-inch for Water Transmission and Distribution.

13. ANSI/AWWA C206-97, Field Welding of Steel Water Pipe.

14. ANSI/AWWA C207-01, Steel Pipe Flanges for Waterworks Services.

B. American Society for Testing and Materials (ASTM):

1. D1785, Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.

2. D-2464, Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fillings, Schedule 80.

3. D2467, Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80.

4. D2564, Solvent Chemicals for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings.

5. D2855, Making Solvent Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings.

6. A53-81a, Pipe, Steel, Black and Hot Dipped, Zinc Coated, Welded and Seamless.

0103-24-1 02539-2 Pipe Work & Accessories - Lift Station 7. A120-81, Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Ordinary Uses.

8. A312 Seamless and Welded Austenitic Stainless Steel Pipe.

C. Manufacturer's name and model numbers are listed to establish a standard of quality. Equivalent items of other manufacturers are acceptable.

1.04 SUBMITTALS:

A. Submit manufacturer's certification of materials' conformance to specifications.

B. Submit manufacturer's literature, catalog data and installation instructions.

C. Submit certified field pressure test reports.

1.05 PRODUCT DELIVERY AND HANDLING:

A. Exercise care to prevent damage of product during loading, transporting, unloading and storage.

B. Do NOT drop pipe or fittings.

C. Do not store directly on ground and assure that materials are kept clean. Pipe shall be kept bundled and strapped until it is ready for installation in order to prevent warping or disfiguring.

D. Store material in areas approved by the Owner.

E. Store material in such a manner as to not create a nuisance or safety hazard.

PART 2 - PRODUCTS

2.01 PIPE:

0103-24-1 02539-3 Pipe Work & Accessories - Lift Station B. Pipe Materials: See Drawings for selected piping material.

1. Ductile Iron (D.I.) ANSI/AWWA C151.:

a. Metal Thickness, ANSI/AWWA C150: 1) 3 Inch through 12 Inch: Pressure Class 350. 2) 14 Inch and Larger: Pressure Class 250. 3) Jack and Bore Crossings: Pressure Class 350.

b. Interior Lining, 40 mils of Protecto 401 Ceramic Epoxy or equal.

c. Exterior Coating, Bituminous Coating, 1 Mil thick.

2. Polyvinyl Chloride (PVC), 14-in. and Larger:

a. Specification: AWWA C905. b. Compound: PVC 12454-B, ASTM D1784. c. Thickness: Class 165, DR 25.

3. Polyvinyl Chloride (PVC) 4 In. Through 12 In.:

a. Specification: AWWA C900. b. Compound: PVC 12454-B, ASTM D 1784. c. Thickness: Class 235, DR 18.

4. Polyvinyl Chloride (PVC), 3-inch:

a. Specification: ASTM D2241. b. Compound: PVC 12454-B, ASTM D1784. c. Thickness: Class 200, SDR 21.

5. Polyvinyl Chloride (PVC), 2 1/2 In. and Smaller:

a. Specification: ASTM D1785. b. Compound: PVC 12454-B, ASTM D1784. c. Thickness: Schedule 80.

6. Stainless Steel (SS):

a. Specification: ASTM A312 b. Type 316 as defined in the Drawings c. Thickness: Unless otherwise indicated, Schedule 40S.

0103-24-1 02539-4 Pipe Work & Accessories - Lift Station C. Pipe Joints: See Drawings for selected piping material.

1. Ductile Iron:

a. Mechanical: ANSI/AWWA C111.

b. Push On: ANSI/AWWA C111, single gasket type.

c. Flanged: ANSI B16.1, 125lb.

d. Restrained: Acceptable: Lock-Fast, American Ductile Iron Pipe, TR Flex, U.S. Pipe, Super-Lock, Clow Corporation, Megalug 1100 and 1700 Series, or equal.

2. Polyvinyl Chloride, 3 In. Through 12 In.:

a. Push On: ASTM F477 Elastomeric Gaskets

b. Restrained: UNI-BELL B-13, Uni-Flange Restrainer, Megalug 2000 and 1600 Series, or equal.

3. Polyvinyl Chloride, 2 1/2 In. and Smaller:

a. Screwed: ASTM D2464. b. Solvent Weld: ASTM D2855. c. Solvent: ASTM D2564.

4. Stainless Steel:

a. Flanged

D. Pipe Fittings: See Drawings for selected piping material.

1. Ductile Iron and Polyvinyl Chloride (PVC) 3 In. and Larger:

a. ANSI/AWWA C153, compact fittings. b. Mechanical: ANSI/AWWA C111. c. Push On: AWSI/AWWA C111. d. Flanged: ANSI B16.1, 125 lb. e. Restrained-Ductile Iron: Same as Ductile Iron Pipe Joints. f. Restrained-PVC: Same as PVC Pipe Joints. g. Linings and Coatings: Same as for Ductile-Iron Pipe.

2. Polyvinyl Chloride (PVC) 2 1/2 In. and Smaller:

a. ASTM D2464, Schedule 80 PVC threaded fittings. b. ASTM D2467, Schedule 80 PVC socket type fittings. c. ASTM D2855, solvent weld joints.

0103-24-1 02539-5 Pipe Work & Accessories - Lift Station 3. Stainless Steel:

a. ASTM A312, Welded Flange, Type 316, ANSI B16.1, 125 lb.

2.02 D.I. SLEEVES: Romac Industries, Inc. Alpha restrained coujpling, or approved equal, having the following components:

A. Castings: All cast components (end rings, center ring and bolt guides) are ductile iron, meeting or exceeding the requirements of ASTM A536, grade 65-45-12.

B. Grippers: Ductile (nodular) iron, meeting or exceeding ASTM A536, grade 65-45-12. Machine sharpened and heat treated. Xylan 1424 coated for corrosion protection.

C. Gasket: SBR compounded for water and sewer service in accordance with ASTM D2000. NBR available upon request. NSF/ANSI 61 & 372 Certified.

D. Draw-Hook Fasteners: 304L stainless steel.

E. Ramp Runners: Reinforced nylon.

F. Bollts and Nuts: 304 stainless steel, 5/8-11 bolts with heavy hex e-coated nuts. Fasteners provided with anti-galling protection.

G. Coatings: Center ring fusion bonded epoxy Romacoat, NSF 61 certified. End rings are Romabond polyester.

H. Working Pressure: Up to 350 PSI.

2.03 PRECAST CONCRETE WETWELLS: Wetwell bases, sections and cones shall conform to the requirements of ASTM C478, Specification for Precast Reinforced Concrete Manhole Sections with the exception of Section 10 (a), except as modified herein. Cement shall meet the requirements of ASTM C150, Specification for Portland Cement, Type II. Concrete shall be 4,000 psi. Minimum wall thickness shall be 1/12 the inside diameter in inches but not less than 6". The required minimum strength of concrete shall be confirmed by making and testing four standard cylinders at seven days. Rings shall be custom-made with openings to meet indicated pipe alignment conditions and invert elevations.

A. Bases: Bases for wetwells shall be cast integrally with the bottom wetwell section. The base section shall be set in a 2-inch leveling course of 3000 psi concrete poured directly on the prepared subgrade as shown on the drawings. In order to permit adjustment of the precast base section and insure full bearing on the leveling course, said section shall be placed just prior to initial set of the 3000 psi concrete leveling course.

0103-24-1 02539-6 Pipe Work & Accessories - Lift Station B. Joints: Joint contact surfaces shall be formed with machined castings. They shall be exactly parallel with 2 degree slope and nominal 1/16-inch clearance with the tongue equipped with a proper recess for the installation of an O-ring rubber gasket, conforming to ASTM C443-72, Joints for Circular Concrete Sewer and Culvert Pipe Using Rubber gasket, or RAMNEK premolded Plastic Joint Sealer with joints preprimed.

C. Lift Station Nos. 1 and 5 Coating: See Specification Section 02958 for interior coating reuqirements. Exterior portions of precast replacement pieces shall be given two coats of Hi-Solids Epoxy Coating (16 mil DFT, min). The waterproofing materials shall be applied by brush or spray and in accordance with the instruction of the manufacturer. Time shall be allowed between coats to permit sufficient drying so that the application of the second coat has no effect on the first coat. Special precaution shall be taken not to coat joint contact surfaces.

2.04 GUIDE RAILS: Guide rails shall be utilized to direct the pump in proper alignment with the stationary discharge piping. Rails shall be a minimum of 2-inch diameter, 316 stainless steel. The pump shall be automatically connected to the discharge connection when lowered into place and shall be easily removed for inspection or service. There shall be no need for personnel to enter wetwell. Sealing of the pumping unit to the discharge connection shall be accomplished by a simple linear downward motion of the pump.

2.05 FLOAT MOUNTING BRACKET: A heavy-duty 316 stainless steel float mounting bracket shall be provided. Float mounting bracket shall be provided with six (6) stainless steel hooks for hanging float and pump cords. Continuous cords are to run from pump(s) and level controls to control panel. No splices shall be made in wiring. Float mounting bracket shall be fabricated from stainless steel. Float mounting bracket shall attach to access frame with 316 stainless steel fasteners. It shall be oriented so as to avoid flow from incoming pipes impinging on hanging floats to as great an extent possible.

2.06 ACCESS HATCH: If a new access hatch is required, as shown in the Drawings, the hatch shall meet the following requirements:

A. Provide extruded aluminum frame.

B. Single door shall be 1/4" aluminum checker plate reinforced to withstand 300 lb/ft2 live load and shall open to 90o.

C. Provide all stainless steel fasteners, hardware and accessories.

D. Stainless steel hinge shall be bolted to underside.

E. Equip doors with flush handle and padlock hasp and hold open arm.

0103-24-1 02539-7 Pipe Work & Accessories - Lift Station F. Apply bituminous coating to exterior of frame prior to casting into wetwell top slab.

G. Sizes shall be as indicated on Drawings.

H. Acceptable Manufacturer: Halliday Products or equal.

PART 3 - EXECUTION

3.01 EXCAVATION:

A. General: The Contractor shall perform all excavation of every description and of whatever substances encountered to the depths indicated on the drawings or as necessary. This shall include all necessary clearing and grubbing of any foreign substance encountered within the structure or trench area. Excavated material suitable for backfill shall be piled in an orderly manner at a sufficient distance from the trench to prevent slides or cave-ins.

B. Protection of Existing Facilities and Utilities: All existing improvements such as pavements, conduit, poles, pipes and other structures, shall be carefully supported and fully protected from injury and, in case of damage, they shall be restored by the Contractor without compensation. Existing utilities and other underground obstructions are shown on the plans, but the accuracy of the locations and depths is not guaranteed. The Contractor shall contact all utilities prior to construction and arrange for the necessary assistance in locating and protecting the existing utilities. The Contractor shall be responsible for damages to these existing utilities and shall, in case they are damaged, restore them to their original condition.

C. Trench Excavation: All excavation shall be in accordance with the Florida Trench Safety Act. The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 in. each side of pipe for unsheeted or sheeted trench, with the maximum width of trench, measured at the top of the pipe, not to exceed the outside pipe diameter, plus 24 in., unless otherwise shown on the drawings. Trench walls shall be maintained vertical from the bottom of the trench to a line measured at the top of the pipe. From the top of the pipe to the surface of the trench walls shall be as vertical as possible under soil conditions.

No more than 300 linear feet of trench shall be open in advance of the completed pipe laying operation without prior approval of the Engineer. Pipe trenches across roadways and driveways shall be backfilled as soon as pipe is installed. Where, in the opinion of the Engineer, adequate detour facilities are not available, no trench shall be left open across a roadway or commercial property driveway where adequate detour routes are not available for a period in excess of 30 minutes, or as directed by the

0103-24-1 02539-8 Pipe Work & Accessories - Lift Station governing authority. No trench shall be left open across any roadway or driveway for more than 24 hours. It shall be the Contractor's responsibility to provide suitable traffic control and barricades as necessary meeting governing jurisdiction (i.e. City, County, FDOT, etc).

D. Shoring, Sheeting and Bracing: The Contractor shall design, furnish and install all shoring, sheeting and bracing or provide other approved facilities required to perform and protect the excavation and as necessary for the safety of the public, the employees, and the preservation of existing roads, structures and other utilities. The top of such sheeting left in place shall be cut off at a minimum elevation of 2.5 ft. below finished grade.

G. Unsuitable Soil Conditions and Overdepth Excavation: Where determined by Engineer or his representative that the soils encountered in the utility trench excavation are unsuitable for pipe bedding and/or backfill, the depth of excavation shall be increased as directed by Engineer or his representative. The bottom of the excavation shall be brought up to the proper excavation elevation utilizing suitable and properly-compacted backfill material or bedding material as directed by the Engineer or his representative. Bedding material if required, shall consist of ½" to 1" diameter stone placed in bottom of trench at a thickness of 4 to 6 inches. Suitable backfill material shall then be installed and compacted over pipe as described in Paragraph 3.04. Contractor shall be compensated for removal and replacement of unsuitable soils in accordance with applicable bid items.

H. Disposal of Excess Material: The Contractor shall dispose of the excavated materials not required or suitable for backfill. All surplus excavated material which is unsuitable for fill shall become the property of the Contractor and shall be disposed of by the Contractor at his expense. Pieces of broken asphalt shall be carefully separated from suitable fill material and hauled to an asphalt plant for disposal or shall be disposed of by some other acceptable means by the Contractor at no expense to Owner. All excavated material not suitable for backfill (e.g., concrete, boulders, roots, etc.) shall be carefully separated from suitable fill material and disposed of by the Contractor at no expense to Owner. Owner has the option to accept suitable backfill material from the Contractor.

0103-24-1 02539-9 Pipe Work & Accessories - Lift Station 3.02 INSTALLATION OF FORCE MAINS:

A. General: Unless otherwise noted on the drawings or in other sections of this Specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable AWWA or ASTM Standards.

1. Ductile Iron Pipe: AWWA C600.

2. Polyvinyl Chloride Pipe: ASCE Manual No. 37, ASTM D2321.

3. If a conflict exists between the manufacturer’s instructions and the AWWA or ASTM Standards, the manufacturer's instructions shall govern.

4. Examine area to receive pipe work for defects that adversely affect execution of work or cause deviation beyond allowable tolerances for piping clearances.

5. Carefully examine each section of pipe or valve before installation. Do not use defective or damaged pipe or materials. Remove such pipe or material from project site immediately.

B. Preparation: The Contractor shall use every precaution during construction to protect the pipe against the entry of nonpotable water, dirt, wood, small animals and other foreign material that would hinder the operation of the pipeline. All valves installed in main shall be kept tightly closed during installation. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment. All piping shall be placed in a dry trench, unless wet trench installation is approved by the Engineer.

C. Depth of Cover: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, the pipe shall have a minimum cover of 36 inches.

D. Connections to Existing Mains: The Contractor shall make connections to existing mains as shown on the drawings. Connections shall be made only after arrangements have been completed by the Contractor with the Owner of the system and shall be under the System Owner's immediate supervision. Contractor shall be required to restrain existing pipe as necessary in accordance with pipe restraint schedule.

0103-24-1 02539-10 Pipe Work & Accessories - Lift Station PIPE RESTRAINT SCHEDULE

MINIMUM LENGTH OF PIPE (IN FEET) REQUIRED TO BE RESTRAINED ON EACH SIDE OF A VALVE OR FITTING FOR SANDY SOILS (SW, SP, SM, SC)

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS END LOW HIGH

P #4181818181822361852 V C 6241818181830383673 8311818181840693696 P I 10 37 18 18 18 18 48 93 54 115 P E 12 43 18 18 18 18 56 99 54 136 14 49 20 18 18 18 64 101 72 155

16 55 23 18 18 18 72 103 72 174

18 60 25 18 36 20 80 104 72 192

20 65 27 18 36 21 87 105 72 211

24 75 31 18 36 25 102 134 90 246

30 88 37 18 36 29 122 185 90 295

0103-24-1 02539-11 Pipe Work & Accessories - Lift Station PIPE RESTRAINT SCHEDULE

MINIMUM LENGTH OF PIPE (IN FEET) REQUIRED TO BE RESTRAINED ON EACH SIDE OF A VALVE OR FITTING FOR CLAYEY AND SILTY SOILS (CL, CH, ML, MH)

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS OFFSETa END

LOW HIGH

P #4191818181823361855 V C 6261818181832403677 8 35 18 18 18 18 42 73 36 101 P I 10 42 18 18 18 18 50 98 54 121 P E 12 50 21 18 18 18 59 104 54 143 14 57 23 18 36 20 67 106 72 163

16 64 27 18 36 23 76 109 72 183

18 71 29 18 36 25 84 109 72 202

20 78 32 18 36 28 92 110 72 221

24 92 38 18 36 33 107 140 90 258

30 110 46 22 54 40 127 193 90 308

PIPE PIPE 90E 45E #22.5E TEE OR VERTICAL REDUCERb VALVE DEAD TYPE SIZE BEND BEND BEND CROSS OFFSETa END

LOW HIGH

20 65 27 18 36 23 58 70 72 140

24 76 31 18 36 27 67 89 90 162

30 91 38 18 36 32 80 122 90 194 Assumptions: 1. Pipe Test Pressure = 150 PSI 2. Minimum Pipe Depth = 3.0 Feet 3. Laying Condition = Type 5 4. Safety Factor = 2.0 a “Low” represents the minimum length of pipe (in feet) required to be restrained on the low side of the vertical offset, which is typically downstream of the offset fitting. “High” represents the minimum length of pipe (in feet) required to be restrained on the high side 0103-24-1 02539-12 Pipe Work & Accessories - Lift Station of the vertical offset, which is typically upstream of the offset fitting. Required restrained lengths assume an offset angle # 45E.

3.03 SEPARATION REQUIREMENTS BETWEEN FORCE MAINS AND POTABLE WATER/RECLAIMED WATER MAINS:

A. Horizontal Separation: Force mains shall be laid at least ten feet (outside to outside) horizontally from water mains at least three feet (outside to outside) horizontally from any existing or proposed reclaimed water line. Smaller horizontal separation distances for force mains are allowed if one of the following conditions is met:

1. The top of the force main is installed at least 18-inches below the bottom of the potable water line.

2. The force main is encased in watertight carrier pipe or concrete.

3. Both the force main and the water main are constructed of slip-on or mechanical joint pipe complying with public water supply design standards and pressure tested to 150 psi to assure watertightness.

B. Vertical Separation: Force mains shall cross under water mains, unless there is no alternative. Force mains crossing water mains or reclaimed water lines shall be laid to provide a minimum vertical distance of 18-inches between the invert of the upper pipe and the crown of the lower pipe. The minimum vertical separation shall be maintained whether the water main is above or below the force main. For sewer crossings, the crossing shall be arranged so that the force main pipe joints are equidistant and as far as possible from the water main joints. For force mains, smaller vertical separation distances if one of the following conditions are met.

1. The force main is encased in a watertight carrier pipe or concrete.

2. The force main is designed and constructed equal to water pipe and pressure tested to 150 psi to assure watertightness.

No vertical or horizontal separation distances are required for above-ground crossings.

0103-24-1 02539-13 Pipe Work & Accessories - Lift Station C. Concrete Encasement of Pipe: Where concrete encasement of pipe is required for obtaining separation from other pipes or for other reasons (e.g., inadequate cover), the pipe shall be encased with 3,000 psi concrete having a minimum thickness of 6 inches all around the outside of the pipe. Pipe must be supported in trench to allow 6 inches of concrete on all sides. Concrete must be mechanically vibrated into place. The Engineer or his representative must be present at the time of encasement.

D. Contractor shall notify Engineer immediately where separation criteria cannot be met.

3.04 BACKFILLING:

A. Material: All backfill shall be excavated material, essentially free of organic material, asphaltic concrete, clay, concrete, boulders and other deleterious material.

a. Ductile Iron Pipe: All material shall pass through a 3/4 in. square opening laboratory sieve.

b. Plastic Pipe: All materials shall pass through a 1/2 in. square opening laboratory sieve.

2. Above Pipe Embedment: The material shall be sand or a mixture of sandy material with rock, stone and shell. Rock, stone and shell shall pass through a 3-1/2 inch ring.

3. Top of Backfill: The top 12 inches of the backfill shall be topsoil and/or sandy material.

4. Additional Fill: If sufficient suitable backfill material is not available from the excavation, additional fill meeting the above requirements shall be provided by the Contractor.

B. Placing and Compaction:

0103-24-1 02539-14 Pipe Work & Accessories - Lift Station material free from rock, stones or organic matter, except that rocks passing a 3-1/2 inch ring will be permitted in the backfill between the elevation one foot above the top of the pipe and the bottom of the pavement subgrade.

The entire backfill material, including the material placed around and one foot above the pipe, shall be compacted to a density of not less than 98% of the maximum density, as determined by AASHTO T-180, in 12" lifts. Particular care shall be taken to insure that the backfill at the haunch is free from voids and is properly compacted. Compaction by flooding or puddling will be permitted only by written authorization from the Engineer.

Roads, walks and driveways consisting of broken stone, gravel, clay, marl, shell, shellrock, or a conglomerate of such materials, are not considered as being permanent pavement.

2. In Areas Not Under Permanent Pavement: Within right-of-ways or other areas where permanent pavement does not exist or is not proposed, including roads, walks and driveways consisting of broken stone, gravel, clay, marl, shell, shellrock or conglomerate, the entire backfill to the subgrade of the pavement or structures shall be made with predominantly sandy material free from rock, stones or organic matter, except that rocks having a maximum dimension of 3 ½ inch will be permitted in the backfill between the elevation 1 ft. above the top of the pipe and 1 ft. below the surface. Particular care shall be taken to insure that the backfill at the haunch is free from voids and is properly compacted. The bedding and embedment shall be compacted to a density of not less than 98 percent of maximum as determined by AASHTO T-180, in 12" lifts. The backfill material above 1 ft over the pipe shall be compacted to a density of not less than 90 percent of the maximum density, as determined by AASHTO T-180, in 12" lifts. Compaction by flooding or puddling will be permitted only by written authorization from the Engineer.

0103-24-1 02539-15 Pipe Work & Accessories - Lift Station 4. Compaction Tests: The Engineer or his representative may at any time instruct the Contractor to partially excavate a previously backfilled trench or temporarily backfilling of a short section of the trench for the purpose of obtaining measurements of the density of the backfill. All density testing shall be paid for by the Contractor. Density tests shall be taken along the pipe a minimum of every 300 feet, at each road lane crossing, and as directed by Engineer. Density tests shall be taken in one foot lifts from bottom of trench to finished grade.

3.05 TESTING:

A. Flushing of Completed Pipelines: Each section of completed pipeline shall be thoroughly flushed. A minimum flow shall be used for flushing that will insure a velocity in the pipe of 2.5 ft. per second. Water required for testing and flushing will be furnished by the Owner at existing pipes and outlets. Contractor shall slowly fill system to eliminate air pockets, then flush to remove particulates. Flushing shall comply with Figures 1 and 2, and Table 3 of AWWA C651. Provide corporation stops at any high points in line in order to bleed air from piper. Contractor shall make provisions to properly dispose of water from his flushing operations. Flooding of streets and private property shall not be permitted. Contractor shall arrange with Owner 72 hours in advance of the time of flushing for the availability of water. Water required for testing and flushing will be furnished by the Owner from a potable water source satisfactory to the Owner.

B. Leakage Test: Leakage and pressure tests shall be conducted in the presence of the Engineer. The Contractor shall provide all necessary apparatus including a pump, flow measuring device, piping connections and fittings and the necessary labor to conduct the tests. The test shall be of not less than two (2) hours in duration. During the test, the pipe being tested shall be maintained at a pressure of not less than 150 psi. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage shown by test. Lines which fail to pass tests shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves, and accessories shall be removed and replaced. The pipe lines shall be tested in sections between every consecutive in-line valve unless otherwise directed by the Engineer. The line shall be filled with water and all air removed, and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided by the Contractor for measuring the makeup water required to maintain this pressure. Leakage is defined as the quantity of makeup water added to the pipe being tested during the test period. No pipe installation will be accepted if the leakage exceeds the quantities specified in AWWA C605-05, which is represented by the following equation.

0103-24-1 02539-16 Pipe Work & Accessories - Lift Station LD P Q  148, 000

3.06 PROTECTION: At the end of each workday, the mains under construction shall be plugged to prevent the entry of small animals and rodents. Temporary plugs shall be provided for this purpose. Keep all valves closed during construction.

3.07 RESTORATION OF DAMAGED SURFACES, STRUCTURES, AND PROPERTY: Where pavement, trees, shrubbery, fences, or other property and surface structures not designated as pay items have been damaged, removed, or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, county or municipal ordinances, or the specific directions of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer.

3.08 RESTORATION AND CLEANUP:

A. Restoration:

0103-24-1 02539-17 Pipe Work & Accessories - Lift Station B. Cleanup: The Contractor shall maintain the site of the work in a neat condition. The Contractor shall remove all excess materials, excess excavated materials, and all debris resulting from his operations a minimum of once per week.

END OF SECTION

0103-24-1 02539-18 Pipe Work & Accessories - Lift Station SECTION 02590

UNDERGROUND FACILITIES

PART 1 - GENERAL

1.01 DESCRIPTION: Work under this Section consists of furnishing all tools, equipment, and labor as described herein.

1.02 SUBMITTALS:

A. Submit sketches of all conflicts and proposed resolution of conflicts.

B. Record Drawings shall depict all Underground Facilities encountered in the work.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 INSTALLATION:

A. Location of Underground Facilities:

1. Underground Facilities are underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any other encasements containing such facilities, including those which convey electricity, gases, compressed air, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

2. Prior to excavation, the Contractor shall conduct an investigation into the location of all Underground Facilities. The objective of this investigation is to determine the locations of Underground Facilities in advance of actual construction in order to resolve ahead of time conflicts with the proposed work. Underground Facilities that are shown or indicated are based on limited information. The locations shown or indicated are only approximate and it is probable that there are Underground Facilities that are not shown or indicated.

0103-24-1 02590-1 Underground Facilities 3. The Contractor shall, by means of standard geophysical prospecting techniques, designate (to indicate by marking) the presence and approximate depths of Underground Facilities along the routes of proposed construction. All Underground Facilities within five (5) feet of the proposed work shall be designated.

4. The Contractor shall locate Underground Facilities to obtain accurate horizontal and vertical positions and may utilize any methods or procedures he deems appropriate for locating, but not damaging, the Underground Facilities. These methods may include, but not be limited to, careful hand excavation, pot-holing, and the use of ground penetrating radar (GPR). All Underground Facilities shall be located, both those shown or indicated and those that are not shown or indicated. The Contractor shall have full responsibility for the safety and protection of all Underground Facilities and repairing any damage thereto resulting from the work.

5. If an Underground Facility is uncovered or revealed which constitutes an unforeseen obstruction, the Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any work in connection therewith, give notice to the Engineer. The Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is needed in the Contract to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility.

END OF SECTION

0103-24-1 02590-2 Underground Facilities SECTION 02630

STORM SEWER COLLECTION SYSTEM

PART 1 - GENERAL

1.01 DESCRIPTION: Work under this Section consists of furnishing all materials, supplies, equipment and labor in accordance with the requirements set forth herein and as shown on the drawings.

1.02 RELATED DOCUMENTS: The General Provisions of the Contract, including the General Conditions, Supplementary Conditions and Special Conditions (if any), along with the General Requirements, apply to the work specified in this Section.

1.03 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The work under this Contract shall be in strict accordance with the following codes and standards.

A. All Local, County, Municipal and Federal Codes.

B. American National Standards Institute (ANSI).

C. American Society for Testing and Materials (ASTM).

D. American Water Works Association (AWWA).

E. American Association of State Highway and Transportation Officials (AASHTO).

F. Florida Department of Transportation Specifications (DOT).

G. St. Johns River Water Management District. (SJRWMD).

H. Florida Dept. of Environmental Protection. (FDEP).

1.04 REFERENCED CODES AND STANDARDS:

A. American Association of State Highway & Transportation Officials (AASHTO)/ American Society for Testing and Materials (ASTM):

1. ASTM C-76/ AASHTO M 170, Round Reinforced Concrete Pipe.

2. ASTM C-443 / AASHTO M 198, Joints for Circular Concrete Sewer and Culvert Pipe with Rubber Gaskets.

3. ASTM C-497, Determining Physical Properties of Concrete Pipe or Tile.

0103-24-1 02630-1 Storm Sewer Collection System 4. ASTM C507 / AASHTO M 207, Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe.

5. ASTM C655/ AASHTO M 242, Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe.

6. ASTM D1248, Standard Specification for Polyethylene Plastics Molding and Extrusion Materials.

7. ASTM D2321, Standard Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe.

8. ASTM D3350, Standard Specification for Polyethylene Plastics Pipe and Fitting Materials.

9. AASHTO M 252, Specification for Corrugated Polyethylene Drainage Tubing, 3 to 10 Inch Diameter.

10. AASHTO M 294 Type S, Specification for Corrugated Polyethylene Pipe, 12 to 36 Inch Diameter.

11. ASTM F405, Standard Specification for Corrugated Polyethylene Tubing and Fittings, 4" to 8" diameter.

12. ASTM F667, Standard Specification for Large Diameter Corrugated Polyethylene Tubing and Fittings, 10" to 24" diameter.

13. ASTM F477, Standard Specification for Elastomeric Seals.

14. AASHTO M 294, Standard Specification for Corrugated Polyethylene Pipe, 12" to 24" diameter.

15. AASHTO M 190, Bituminous Coated Corrugated Metal Culvert Pipe and Pipe Arches.

16. ASTM A798, Installing Factory-Made Corrugated Steel Pipe for Sewers and Other Applications.

17. ASTM A760/ AASHTO M 36, Metallic (zinc or aluminum) Coated Corrugated Steel Culverts.

18. AASHTO M 196, Corrugated Aluminum Alloy Culverts and Underdrains.

19. ASTM A762, AASHTO M 245, Precoated, Galvanized Steel Culverts and Underdrains.

0103-24-1 02630-2 Storm Sewer Collection System 20. ASTM C139, Concrete Masonry Units for Construction of Catch Basins and Manholes.

21. ASTM C150, Portland Cement.

22. ASTM C443, Joints for Concrete Pipe and Manholes, Using Rubber Gaskets.

23. ASTM C478, Precast Reinforced Concrete Manhole Sections.

24. ASTM C1433, Precast Reinforced Concrete Box Sections for Culverts, Storm Drains and Sewers.

25. ASTM C923, Resilient Connectors between Reinforced Concrete Manhole Structures, Pipes and Materials.

26. ASTM F2306/F2306M-07 Standard Specification for 12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications

B. Manufacturer's name and model numbers are listed to establish a standard of quality. Equivalent items of other manufacturers are acceptable.

1.05 SUBMITTALS:

A. Submit manufacturer's certification of materials' conformance to specifications.

B. Submit manufacturer's literature, catalog data and installation instructions.

C. Precasters shop drawings indicating all dimensions, finishes, reinforcement and accessories for each unit.

D. As-built drawings in compliance with Section 01700. As-built drawings of the drainage system shall be provided prior to making permanent above pipe improvements.

E. Comply with Section 01300, Submittals.

1.06 PRODUCT DELIVERY AND HANDLING:

A. Exercise care to prevent damage of product during loading, transporting, unloading and storage.

B. Do NOT drop pipe or fittings.

0103-24-1 02630-3 Storm Sewer Collection System C. Do not store directly on ground and assure that materials are kept clean.

D. Store material in areas approved by the Owner.

E. Store material in such a manner as to not create a nuisance or safety hazard.

1.07 QUALITY CONTROL:

A. Contractor shall make a timely submittal of as-built drawings of the stormwater system and prior to making permanent above pipe improvements.

B. Installed pipe slopes shall not deviate by more than 5% of the specified slope for each run.

C. Structure inverts and control elevations shall not deviate by more than 0.10 feet from the specified elevation.

D. Pipe slopes and inverts not meeting the standards of this section shall be relaid to the required slope or invert at the contractor’s expense. Failure to correct a deficient item shall be cause for the contractor to forfeit payment for the materials and installation costs incurred for the item.

PART 2 - PRODUCTS

2.01 PIPE:

B. Pipe Materials:

1. Reinforced Concrete Circular Pipe (RCP) and Elliptical Pipe (ERCP):

a. Specification: ASTM C76 (RCP), C507 (ERCP). b. Thickness: Class III c. Reinforcing: 65 ksi: Steel mesh.

2. Corrugated Polyethylene Pipe (CPP):

a. Specification: AASHTO M 294, ASTM F405, ASTM F667, AASHTO M 252, ASTM F2306.

0103-24-1 02630-4 Storm Sewer Collection System b. Advanced Drainage Systems Air Chamber N–12 WT “watertight pipe”, or approved equal.

c. Dual wall HDPE pipe with smooth interior lining and exterior corrugations.

d. Provide manufacturer installed “anti-float” perforations.

3. Corrugated Metal Circular Pipe and Arch Pipe (CMP):

a. Specification: AASHTO M 190.

b. Galvanized steel with Interior & Exterior Bituminous Asphalt Coating, meeting AASHTO M 190, type A.

c. Aluminized Steel without coatings

C. Pipe Joints:

1. Reinforced Concrete Pipe (RCP & ERCP):

a. Bell & Spigot with Rubber Gaskets: ASTM C443.

2. Corrugated Polyethylene Pipe (CPP):

a. Couplings: ASTM F405, ASTM D3212, ASTM F1417. b. Al joints shall be rated as Water Tight.

3. Corrugated Metal Pipe and Arch Pipe:

a. Gaskets: ASTM D1056, Type 2

b. Connecting Bands: Materials shall be the same as the pipe. Gage, width, angles and fasteners shall be as specified by manufacturer.

D. Filter Fabric:

1. Specification: FDOT Specification Section 985 (Geotextile Fabrics). 2. Class D-3 Material.

2.02 PRECAST UNITS:

A. Manholes, Inlets and Catch Basins:

1. Manholes, inlets and catch basins shall be constructed of precast reinforced concrete rings, precast reinforced sections, or cast-in-place

0103-24-1 02630-5 Storm Sewer Collection System concrete. Manholes, inlets and catch basins shall be in accordance with State of Florida Department of Transportation standard details.

a. Precast Reinforced Concrete Rings: Rings or sections shall have an inside diameter as indicated on the drawings, and shall be not less than 48 inches in diameter. Wall thickness shall conform to requirements of ASTM C76, except that lengths of the sections may be shorter as conditions require. Tops shall conform to ASTM C478. Top section shall be eccentric cone type.

b. Precast Reinforced Concrete Manhole Risers and Tops: Design, material and installation shall conform to requirements of ASTM C478. Top sections shall be eccentric.

c. Flat top manhole tops shall be reinforced concrete as detailed on the drawings.

d. Precast Catch Basins: Concrete for precast sections shall have a minimum compressive strength of 4,000 psi at 28 days, ASTM A615, Grade 60 reinforcing steel, rated for AASHTO HS20-44 loading with 30 percent impact, and conform to ASTM C857.

e. Brick Mortar: Precast Reinforced Concrete Ring and Riser Structures: By volume, 1 part of Portland cement and 2 parts sand. Water in mixture shall produce a stiff, workable mortar, but shall not exceed 5-1/2 gallons per sack of cement.

f. Frames and covers shall be cast iron conforming to ASTM A48.

1. The frame and cover shall be rated for HS20-44 loading, have a studded pattern on the cover with the Owner’s name and the words “storm sewer” stamped into the surface. The studs and the lettering shall be raised 5/16 inch.

2. The cover shall be a minimum of 24 inches in diameter and shall have four 3/4 inch vent holes and two lifting slots. The bearing surface of the frame and cover shall be machine finished. The cover shall fit firmly on the frame without movement when subject to traffic.

0103-24-1 02630-6 Storm Sewer Collection System g. Grates shall be cast grey iron conforming to ASTM A48 in accordance with Florida Department of Transportation standard details.. The grate shall fit firmly on the frame without movement when subject to traffic.

1. All grates shall be traffic rated for HS20-44 loading.

2. All grates shall be fitted with an eyebolt and chain secured to the concrete to prevent unauthorized removal.

3. The shape and size of waterway openings shall be as shown on the drawings

h. Flexible sealing compound shall be packaged in extruded preformed shape, sized to completely fill the joint between precast sections, and form permanently flexible watertight seal. The sealing compound shall be non-shrink and meet AASHTO M-198B.

2. Adjusting Brick and Rings:

a. Brick: Sound, hard and uniform shape. Comply with ASTM C32, Grade MM.

b. Rings: Pre-case unit complying with ASTM C478.

3. Mortar: Metallic non-shrink mortar applied and cured in conformance with the manufacturers recommendations. EMBECO 167, or equal.

B. Headwalls and Mitered End Sections:

1. Headwalls and mitered end sections shall be cast-in-place or precast concrete and in accordance with Florida Department of Transportation standard details.

2. Concrete shall be in accordance with State Department of Transportation standard specifications. Concrete shall have a minimum compressive strength of 4,000 psi at 28 days. The cement shall be Type II conforming to ASTM C150.

C. Reinforcing Steel: Reinforcing steel shall be deformed bars, ASTM A615, Grade 60 unless otherwise noted.

0103-24-1 02630-7 Storm Sewer Collection System PART 3 - EXECUTION

3.01 EXCAVATION:

B. Protection of Existing Facilities and Utilities: All existing improvements such as pavements, conduit, poles, pipes and other structures, shall be carefully supported and fully protected from injury and, in case of damage, they shall be restored by the Contractor without compensation. Existing utilities and other underground obstructions are shown on the plans, but the accuracy of the locations and depths is not guaranteed. The Contractor shall contact all utilities prior to construction and arrange for the necessary assistance in locating and protecting the existing utilities. The Contractor shall be responsible for damages to these existing utilities and shall, in case they are damaged, restore them to their original condition at no cost to the Owner.

C. Trench Excavation: The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 in. each side of pipe for unsheeted or sheeted trench, with the maximum width of trench, measured at the top of the pipe, not to exceed the outside pipe diameter, plus 24 in., unless otherwise shown on the drawings. Trench walls shall be maintained vertical from the bottom of the trench to a line measured at the top of the pipe. From the top of the pipe to the surface of the trench walls shall be as vertical as possible under soil conditions.

No more than 150 linear feet of trench shall be open in advance of the completed pipe laying operation without prior approval of the Engineer. Pipe trenches across roadways and driveways shall be backfilled as soon as the pipe is installed. Where, in the opinion of the Engineer, adequate detour facilities are not available, no trench shall be left open across a roadway or commercial property driveway where adequate detour routes are not available for a period in excess of 30 minutes, or as directed by the governing authority. No trench shall be left open across any roadway or driveway for more than one daylight period. It shall be the Contractor's responsibility to provide traffic control and barricades as necessary.

D. Shoring, Sheeting and Bracing: The Contractor shall design, furnish, install, and maintain all shoring, sheeting and bracing or provide other approved facilities required to perform and protect the excavation and as necessary for the safety of the public, the employees, and the preservation of existing roads, structures and other utilities. The top of such sheeting left in place

0103-24-1 02630-8 Storm Sewer Collection System shall be cut off at a minimum elevation of 2.5 ft. below finished grade. All work shall be in accordance with the Florida Trench Safety Act. See Section 02300 for additional requirements.

E. Boulder Removal: All rocks, stones, boulders or concrete, having any dimension larger than permitted to be used for backfill in the paragraph entitled “Backfilling” of these Specifications, shall be removed from the site and disposed of by the Contractor.

F. Trash Removal: Non-hazardous waste material encountered within the trench section including, but not limited to, household solid waste, wood, tires, and plastic shall be removed from the site. Under no circumstances, shall this material be reburied.

G. Disposal of Excess Materials: The Contractor shall dispose of the excavated materials not required or suitable for backfill. All surplus excavated material which is suitable for fill shall become property of the Contractor and shall be disposed of by the Contractor at his expense.

H. Unsuitable Soil Conditions and Over Depth Excavation: Overexcavate and backfill as required by Section 02300.

3.02 INSTALLATION OF STORM SEWER PIPE:

A. Manufacturer's Instructions: Storm sewer pipe shall be handled, stored and installed in strict accordance with the pipe manufacturer's instructions. A copy of the manufacturer's instructions shall be kept at the site of the work at all times by the Contractor.

B. The trench shall be excavated as specified and the bottom of the trench shall be shaped to give sufficient uniform circumferential support to the lower, one- fourth of each pipe.

C. Pipe laying shall proceed upgrade.

D. Lay pipes true to line and grade. Gravity flow sewer shall be laid with bells facing upgrade.

E. Do not lay pipe on unstable material, in wet trench or when trench and weather conditions are unsuitable for the work.

F. Support pipe on compacted bedding material. Excavated bell holes only large enough to properly make the joint.

G. Inspect pipes and fittings, for defects before installation. Defective materials shall be plainly marked and removed from the site. Cut pipe shall have smooth regular ends at right angles to axis of pipe.

0103-24-1 02630-9 Storm Sewer Collection System H. Clean interior of all pipe thoroughly before installation. When work is not in progress, open ends of pipe shall be closed securely to prevent entrance of storm water, dirt or other substances.

I. Lower pipe into trench carefully and bring to proper line, grade, and joint. After jointing, interior of each pipe shall be thoroughly wiped or swabbed to remove any dirt, trash or excess jointing materials.

J. Where cleaning of the pipe after laying is difficult because of the small diameter, the Contractor shall keep a suitable swab or drag in the pipe and shall pull the swab forward past each joint immediately after the jointing operation.

K. Jointing: The bell and spigot surfaces shall be wiped free of dust, dirt, gravel or other foreign material before the application of the lubricant sealer. The resilient joint shall be connected by first brushing upon the mating surfaces, the proper lubricant sealer as recommended by the pipe manufacturers. The spigot end shall then be centered on grade into the bell end of the last downstream pipe length and shoved home and properly seated with the application of moderate force by a pry or lever device. The pipes shall be jointed no later than five minutes after the application of the lubricant sealer. Jointing for connections with existing mains, or other special joints, shall be approved by the Engineer before use.

1. All joints shall be wrapped in a 30" wide layer of filter fabric. Fabric shall be centered on the joint and completely surround the pipe with a 18" lap.

L. Do not lay sewer pipe in same trench with another pipe or other utility unless authorized by the engineer.

M. Do not walk on pipe in trenches until covered by layers of fill to a depth of 12 inches over the crown of the pipe.

N. Connections to Manholes or Inlets:

1. Pipe connections to concrete manholes or inlets shall be made with resilient connectors.

2. Watertight gaskets shall be fitted to the pipe and embedded in the grouted annular space in accordance with the manufacturers requirements.

O. It is the responsibility of the Contractor to install the stormsewer pipe as shown on the Drawings. The Contractor shall survey the newly installed line before backfilling to determine the actual invert elevations of the pipe. If the calculated slope is below the minimum acceptable requirements, the

0103-24-1 02630-10 Storm Sewer Collection System Contractor shall remove and relay the stormsewer pipe at his own expense before further installation continues. The Contractor shall submit the as-built information to the Engineer at the end of each work day. This information will be included in the daily inspection report. Constructed slopes shall not vary more than 5% from the design value.

3.03 PRE-CAST UNIT INSTALLATION:

A. Installing Sections: Precast concrete sections shall be set so the manhole will be vertical and with sections in true alignment. Joint surfaces of the base of previously set section shall have an O-ring installed in the recess or shall be sealed with pre-molded plastic joint sealer “RAMNEK”. If “RAMNEK” is used, joints shall be pre-primed.

B. Non-Metallic Non-Shrink Grout: All holes in sections used for their handling, and the annular space between the wall and entering pipes shall be thoroughly plugged with Masterflow 713 Plus as manufactured by the BASF, or any approved equal non-shrinking mortar or grout, applied and cured in strict conformance with the manufacturer's recommendations, so that there will be zero leakage through openings and around pipes.

1. The mortar shall be finished smooth and flush with the adjoining interior and exterior manhole wall surfaces.

2. Non-concrete pipe connections shall be fitted with a resilient connector to provide a watertight connection between the pipe and the manhole.

C. Membrane Curing Compound: As soon as grout is hydrated to the point where it will not be marred by such application, and within two (2) hours after installing grout, the Contractor shall apply an approved membrane curing compound, conforming to ASTM C309-74, Type 1, Class B, to the finished mortar surfaces both inside and outside the manhole. Submission of alternate mortars or grouts should include an alternate membrane curing compound or indicate which of the above approved products is proposed for use.

D. Grade Adjustment: For grade adjustment in setting the man-hole frame, brick masonry shall be used on top of manhole slabs and precast concrete manhole cones in accordance with the drawings. Mortar shall be one part cement and two parts sand; lime shall not be used.

E. Setting Manhole Frames: Manhole frames and covers shall be set to conform accurately to the finished ground or pavement surface as established by the Contract Drawings, unless otherwise directed by the Owner. Frames on manhole cones shall be set concentric with the masonry and in a full bed of mortar so that the space between the top of the manhole

0103-24-1 02630-11 Storm Sewer Collection System masonry and the bottom flanges of the frame shall be completely filled and made water tight. A ring of mortar at least one inch thick and pitched to shed water away from the frame shall be placed around the outside of the bottom flange. Mortar shall extend to the outer edge of the masonry and shall be finished smooth and flush with the top of the flange.

F. Flow Channels: Flow Channels in manhole base shall be formed of Class “C” concrete and/or brick rubble and mortar, while the manholes are under construction. Cut off pipes at inside face of the manhole and construct the invert to the shape and sizes of pipe indicated. All inverts shall follow the grades of the pipe entering the manholes. Changes in direction of the sewer and entering branch or branches shall be laid out in smooth curves of the longest possible radius which is tangent to the centerlines of adjoining pipelines.

3.04 BACKFILLING:

A. Material: All backfill shall be suitable fill as described in Section 02300 and as further described below:

a. Concrete Pipe: All material shall pass through a 3/4 in. square opening laboratory sieve.

b. Corrugated Metal and Plastic Pipe: All materials shall pass through a ½ in. square opening laboratory sieve.

2. Above Pipe Embedment: The material shall be suitable fill as described in Section 02300.

3. Top of Backfill: The top 6 inches of the backfill shall be topsoil (as defined in 02300) in areas to be landscaped or grassed.

4. Additional Fill: If sufficient suitable backfill material is not available from the excavation, additional fill meeting the above requirements shall be provided by the Contractor at no expense to the Owner.

B. Placing and Compaction:

1. Bedding and Pipe Embedment: The backfill shall be placed by hand under and around the pipe to the springline and compacted.

0103-24-1 02630-12 Storm Sewer Collection System Particular care shall be taken to ensure that the backfill at the pipe haunch is free from voids and is properly compacted. The backfill shall be compacted to a density of not less than 98% of maximum as determined by AASHTO T 180.

a. Above Pipe Embedment in Areas of Permanent Pavement: The backfill shall be placed in layers having a depth that will permit proper compaction as described in Section 02300. The backfill shall be compacted to a density of not less than 98% of maximum as determined by AASHTO T 180.

b. Above Pipe Embedment In Areas Not Under Permanent Pavement: Within rights-of-way or other areas where permanent pavement does not exist or is not proposed the backfill material above 1 ft. over the pipe shall be compacted to a density of not less than 90% of the maximum density, as determined by AASHTO T 180.

2. In areas where unpaved, stabilized roads exist, the Contractor shall restore the road to its original grade and condition. The finished stabilized road shall have a minimum LBR value of 50 for the top 12" of the roadbed.

3. Miscellaneous: Backfilling around manholes, cleanouts and other structures shall be accomplished in the same manner as the connected pipe. Extreme care shall be used in backfilling wellpoint holes to prevent voids and settlement. If necessary, the holes should be plugged with a concrete slurry, such plugging to be at the expense of the Contractor.

4. Compaction: Shall be by hand or by mechanical tampers. Care shall be taken that the pipe is not struck by the tamper. Compaction by flooding may be allowed by written authorization of the Engineer although this will not release the Contractor of the responsibility to meet the required density.

5. The Contractor is to compact the backfill in such a manner to prevent settlement. Although the requirements of Paragraph 3.04 may be met, non-settlement is not assured and Contractor is not relieved of his responsibility by such compliance.

6. Pipe shall be laid and backfilled so that pipe deflection does not exceed five (5) percent.

7. All pipe shall laid to within 5% of the specified slope. Structure inverts shall be within 0.10 foot of the vertical elevation shown on the drawings.

0103-24-1 02630-13 Storm Sewer Collection System 8. Corrugated plastic pipe shall receive a minimum of 24" of cover. In the event that 24" of cover cannot be provided, the Contractor shall notify the Engineer immediately.

9. The Contractor shall perform soil density tests as described in Section 02300.

10. All testing shall be paid for by the Contractor by a qualified testing laboratory of his choosing.

3.05 CULVERT REMOVAL AND REPLACEMENT:

3.06 SYSTEM TESTING:

A. The Contractor shall furnish all necessary equipment and labor to perform testing of all gravity sewers as set forth in the following and shall conduct such tests in the presence of the Engineer and other authorized agencies, with five days advance written notice provided.

B. The installed sewers shall be visually inspected by "lamping" between manholes, inlets, lampholes or other structures in order to ascertain that they are clear and to correct alignment. The concentricity of the lamp image received shall be such that the diameter of said image shall have no vertical or horizontal reduction from that of the pipe inside diameter.

C. Should any of the tests fail, necessary repairs shall be accomplished by the Contractor and the test repeated until within the established limits. The Contractor shall furnish the necessary labor, and all other items required to conduct the required testing, and shall perform the necessary system repairs required to comply with the specified test.

0103-24-1 02630-14 Storm Sewer Collection System 3.07 RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY: Where pavement, trees, shrubbery, fences or other property and surface structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced and repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer at no cost to the Owner.

3.08 CLEANUP: The Contractor shall maintain the site of the work in a neat condition. The Contractor shall remove all excess materials, excess excavated materials and all debris resulting from his operations within a time frame approved by the Engineer.

END OF SECTION

0103-24-1 02630-15 Storm Sewer Collection System SECTION 02750

CONCRETE PAVING, SIDEWALK AND CURB

PART 1 - GENERAL

1.02 REFERENCES: All work shall be in accordance with Section 522 Concrete Sidewalk, Section 350 Cement Concrete Pavement, and Section 520 Concrete Gutter, Curb Elements & Traffic Separator of the latest edition of the “Florida Department of Transportation Standard Specifications for Road and Bridge Construction” unless specifically stated or directed otherwise.

1.03 SUBMITTALS:

A. Material Certificates: Provide copies of material certificates including design mixes, signed by the Contractor, certifying that each specified material complies with, or exceeds requirements.

B. Provide manufacturer’s literature and installation instructions for all concrete accessories such as joint filler and detectable warning textures.

C. Copies of all compliance testing and retests.

D. Comply with Section 01300, Submittals.

PART 2 - PRODUCTS

2.01 CONCRETE MIX, DESIGN AND TESTING:

A. Comply with requirements of applicable FDOT Section 346 for Class I concrete mix design, sampling and testing, and quality control, and as herein specified.

B. Design the mix to produce standard weight concrete consisting of portland cement, aggregate, air-entraining admixture and water to produce the following properties.

0103-24-1 02750-1 Concrete Paving, Sidewalk, and Curb 1. Compressive Strength:

a. Sidewalks: 3,000 psi @ 28 days b. Pavement: 4,000 psi @ 28 days c. Curb: 3,000 psi @ 28 days

2. Air Content: 3% to 6%

C. Concrete placement slump shall not exceed plus or minus 1 inch from approved design slump.

2.02 WELDED WIRE FABRIC: ASTM A185, welded steel wire fabric, 65 ksi, flat sheets only.

2.03 DEFORMED BARS: ASTM A615, carbon steel, Grade 60.

2.04 DETECTABLE WARNING TEXTURE: Prefabricated resin mat with embeds for attachment to wet concrete. Truncated dome surface shall conform to ADAAG 4.29.2. Color shall contrast with concrete surface. Provide yellow or red as appropriate.

PART 3 - EXECUTION

3.01 CONCRETE SIDEWALK AND PAVEMENT INSTALLATION:

A. General: Sidewalk, Curb and Pavement shall be installed where indicated on the drawings. Width of surface shall be as called out on the drawings.

1. All sidewalk shall be a minimum of 4-inches thick and unreinforced.

2. All sidewalk at driveways or other areas subject to vehicular traffic shall be 6-inches thick with 6x6, W1.4xW1.4 welded wire fabric reinforcement. The length of 6-inch thick sidewalk shall extend 10' each side of gated entries.

3. All pavement shall be thickness described on drawings.

B. Surface Preparation:

1. Construct stabilized sub-grade within limits of proposed sidewalk or pavement and level with the underside of concrete. Stabilization material and procedures shall be as described in the FDOT Standard Specifications for Road and Bridge Construction.

a. Sidewalks: Construct 6" thick stabilized subgrade. b. Pavement and Curb: Construct 12" thick stabilized subgrade.

0103-24-1 02750-2 Concrete Paving, Sidewalk, and Curb 2. Proof-roll prepared sub-grade surface to check for unstable areas and the need for additional compaction.

3. Remove loose material from the compacted sub-grade surface immediately before placing the concrete.

4. Sub-grade for sidewalks shall be compacted to a minimum of 98 percent of AASHTO T 180 density and achieve an LBR value of 40.

5. Density tests shall be required for every 300 LF of sidewalk installed, at a minimum.

6. Where failing density tests occur, Contractor shall be required to recompact and retest area in both directions from point of failure to insure proper compaction has been achieved.

7. Subgrade preparation and construction for a concrete pavement section shall be subject to the subgrade requirements described in Section 02740 Asphaltic Concrete Paving including all testing requirements.

C. Concrete Placement:

1. Do not place concrete until sub-base and forms have been checked for line and grade. Moisten if required to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around meter boxes or other structures until they are completed to required finish elevation and alignment.

2. Place concrete using methods which prevent segregation of the mix. Consolidate concrete along the face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced shovels for hand-spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels and joint devices. Do not use vibrators to push or move concrete in forms or chute.

3. Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than ½ hour place a construction joint.

4. Joints: Construct expansion, weakened-plane (contraction), and construction joints true-to-line with face perpendicular to surface of the concrete, unless otherwise indicated. Construct transverse joints at right angles to the centerline, unless otherwise indicated. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated.

0103-24-1 02750-3 Concrete Paving, Sidewalk, and Curb a. Weakened-Plane Joints: Construct weakened-plane joints for a depth equal to at least 1 1/4-inch thickness or 1/4 the pavement thickness whichever is greater, by sawing within six to eight hours of placement or formed during finishing operations. Place joints as described on drawings.

b. Construction Joints: Place construction joints at the end of all pours and at locations where placement operations are stopped for a period of more than ½ hour, except where such pours terminate at expansion joints. Construction joints shall be standard metal keyway-section form of appropriate height.

c. Expansion Joints:

1) Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless otherwise indicated.

2) Locate expansion joints as described on the drawings.

3) Extend joint fillers full-width and depth of joint, and not less than ½" below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete surface.

4) Furnish joint fillers in one-piece lengths for the full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Pieces shorter than 4' shall not be used unless specifically shown as such.

5) Protect the top edge of the joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint.

6) Fillers and Sealants: Comply with the requirements of these specifications for preparation of joints, materials installation, and performance and as herein specified.

D. Concrete Finishing:

1. After striking-off and consolidating concrete, smooth the surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust the floating to compact the surface and produce a uniform texture.

0103-24-1 02750-4 Concrete Paving, Sidewalk, and Curb 2. All sidewalk surfaces shall be cross sloped (1.0%) to provide positive drainage towards curbing or grassed area.

3. All pavement surfaces shall be sloped to grades shown on the drawings.

4. After floating, test surface for trueness with a 20' straightedge. Variations exceeding 1/4" for any two points within 10' shall not be acceptable. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish.

5. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round 10 ½" radius, unless otherwise indicated. Eliminate any tool marks on concrete surface.

6. After completion of floating and when excess moisture or surface sheen has disappeared, broom finish surface by drawing a fine-hair broom across concrete surface, perpendicular to the line of traffic.

7. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean up ends of joints and point-up any minor honeycombed areas.

E. Curing: Protect and cure finished concrete paving and walks, as required. Use moist-curing methods for initial curing whenever possible or approved concrete curing compounds.

F. Repairs and Protections:

1. Repair or replace broken or defective concrete as directed by the Engineer.

2. Drill test cores where directed by the Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy resin grout.

3. Protect concrete from damage until acceptance of work. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur.

4. Sweep concrete pavement and wash free of stains and discolorations, dirt and other foreign material just prior to final inspection.

END OF SECTION

0103-24-1 02750-5 Concrete Paving, Sidewalk, and Curb SECTION 02921

GRASSING, SEEDING AND SODDING

PART 1 - GENERAL

1.02 SCOPE: The work specified in this Section consists of the establishing of a stand of grass within the areas disturbed by construction, or otherwise described on the drawings, and maintaining such areas until completion and final acceptance of the project. The methods specified herein are grassing by seeding and grassing by sodding.

1.03 JOB CONDITIONS:

A. Sodding: It is the intent of this section that all areas disturbed by construction and to remain unimproved shall be stabilized with sod.

B. Seeding: Seeding shall be required by the Engineer for temporary erosion control at his discretion.

1.04 SUBMITTALS:

A. Seed Mix: Manufacturers warranted analysis for percentages of mixture, purity and germination.

B. Sod: State certification of origin and health of sod.

C. Fertilizer: Manufacturers literature and data describing NPK ration and recommended application rates.

1.05 QUALITY CONTROL: All work in this section shall be in accordance with Section 570-1 through 570-4 of the 2010 FDOT Standard Specifications for Road and Bridge Construction, except as modified herein.

PART 2 - PRODUCTS

2.01 FERTILIZER: The fertilizer shall be designated 6-15-15 which has a chemical analysis as follows:

Total Nitrogen: Not less than 6% Available Phosphoric Acid: Not less than 15% Water-soluble Potash: Not less than 15%

0103-24-1 02921-1 Grassing, Seeding and Sodding All fertilizer shall comply with state and local laws and regulations and shall be fully labeled at the time of delivery to the job site.

2.02 SEED MIXTURE:

A. Unless other types of seed are called for, seed shall be a mixture of twenty (20) parts of hulled Millet seed and eighty (80) parts of Bermuda seed thoroughly dry mixed immediately before sowing.

B. Seed germination rates shall be as follows:

1. Argentine Bahia Grass Seed shall have a minimum pure seed content of 95 percent with a minimum germination of 90 percent.

2. Pensacola Bahia Grass Seed shall have a minimum pure seed content of 95 percent with a minimum active germination of 40 percent and a total germination of 80 percent including firm seed.

3. Bermuda Grass Seed shall be of common variety with a minimum pure seed content of 95 percent with a minimum germination of 85 percent.

4. Annual Type Rye Grass Seed shall have a minimum pure seed content of 95 percent with a minimum germination of 90 percent.

C. Seed which has become wet or moldy shall not be used.

D. During the period from October 15 to February 15, rye grass seed shall be added and thoroughly dry mixed with the regular mixture at the rate of twenty (20) pounds rye seed per one hundred (100) pounds of regular seed mixture.

2.03 MULCH: The mulch shall consist of Milet, Rye, or Bahia straw. Other types of mulch may be used only when approved by the Engineer.

2.04 SOD:

A. Types: Generally, sod shall be Common Bermuda grass in all typical applications and in non-maintained areas.

B. The sod shall be taken up in commercial-size rectangles, preferably 12 x 24 inches or larger, or continuous rolls. The sod shall be sufficiently thick to secure a dense stand of live grass. The sod shall be green, live, fresh, and uninjured, at the time of planting. It shall have a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. It shall be reasonably free of weeds and other grasses. It shall be planted as soon as possible after being dug and shall be shaded and kept moist from the time it is dug until it is planted. The source of the sod may be inspected

0103-24-1 02921-2 Grassing, Seeding and Sodding and approved by the Engineer prior to being cut for use in the work. After approval, the area from which the sod is to be harvested shall be closely mowed and raked as necessary to remove excessive top growth and debris.

C. Approved devices, such as sod cutters, shall be used for cutting the sod and due care shall be exercised to retain the native root soil intact.

2.05 HYDROMULCH SEED:

A. State-approved of the latest season's crop delivered in original sealed packages bearing the producer's guaranteed analysis for percentages of mixtures, purity, germination, weedseed content, and inert material. Label in conformance with all applicable state seed laws. Wet, moldy, or otherwise damaged seed will be rejected. Field mixes will be acceptable when mix is performed on site in the presence of the Owners Representative.

B. Composition: Proportion seed mixtures by weight as specified by Seed Manufacturer. Mixture shall be a combination of rye, millet and Common Bermuda.

2.06 WATER: The water shall be free of excess and harmful chemicals, acids and alkalies or any substance which might be harmful to plant growth or obnoxious to traffic. Salt water shall not be used. The Contractor shall make all arrangements for obtaining and transporting water to the job site. All grassing shall be watered until grass is well established at the Contractor’s expense.

PART 3 - EXECUTION

3.01 SCHEDULE: Grass shall be in place by substantial completion of the project.

3.02 PREPARATION OF GROUND: Final grading and cleaning shall be completed prior to preparation of ground for grassing. The areas to be grassed shall be scarified or loosened to a depth of at least six (6) inches. All areas shall be smooth and free of large clods, roots and other materials which may interfere with the work or future mowing and maintenance operations. No subsequent operations shall be commenced until the Engineer has approved the condition of prepared areas.

3.03 APPLICATION:

A. Fertilizer: Commercial fertilizer shall be spread uniformly over the area to be grassed by machine at the rate of twenty (20) pounds per one thousand (1000) square feet. Immediately after the fertilizer is spread, it shall be raked in and thoroughly mixed with the soil to a depth of approximately two (2) inches. Refertilize approximately sixty (60) calendar days after initial application if project has not been accepted prior to this time.

0103-24-1 02921-3 Grassing, Seeding and Sodding B. Seed Mixture: Seeding shall be done immediately after fertilizing, while the soil is still loose and moist. The seed shall be scattered uniformly over the area to be grassed by a mechanical hand spreader or other approved type of spreader.

1. Mechanical Spreader:

a. Sow ½ seed in one direction and sow remainder at right angles to the first sowing.

b. After seeding firm entire area with appropriate rolling equipment. Cultipacker seeding shall not require rolling.

2. Hydroseeding: Seed and slow release fertilizer shall be mixed with mulching medium and water to produce a homegenous slurry. Application shall be in accordance with manufacturers mix requirements.

C. Mulch: Immediately after completion of mechanical seeding, dry mulch shall be uniformly applied over the seeded area approximately one inch (1"), loose thickness. The mulch shall then be cut uniformly into the soil so as to produce a loose mulched thickness of two inches (2") and rolled with a cultipacker, traffic roller or other suitable equipment. After seeding and mulching is completed, the entire area shall be watered so as to provide optimum growth conditions for establishment of the grass.

D. Placement of Sod: Sodding shall be incorporated into the project at the earliest practical time in the life of the Contract. No sod which has been cut for more than seventy-two (72) hours shall be used unless specifically authorized by the Engineer after his careful inspection thereof. Any sod which is not planted within twenty-four (24) hours after cutting shall be stacked in an approved manner and maintained properly moistened.

1. Sodding shall not be performed when weather and soil conditions are, in the Engineer's opinion, unsuitable for proper results.

2. The sod shall be placed on the prepared surface, with edges in close contact, and shall be firmly and smoothly embedded by rolling with approved roller.

3. Where sodding is used in drainage ditches, the setting of the pieces shall be staggered, such as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas the offsets of individual strips shall not exceed six inches (6"). In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a featheredge effect.

0103-24-1 02921-4 Grassing, Seeding and Sodding 4. On areas where the sod may slide, due to height and slope, the Engineer may direct that the sod be pegged, with pegs driven through the sod blocks into firm earth, at suitable intervals. Any pieces of sod which, after placing, show an appearance of extreme dryness, shall be removed from the work.

5. Ponds shall be stabilized with sod as follows:

a. Dry Retention Pond: 1) All banks 2) Ten feet beyond top of bank 3) Pond bottom

b. Wet Detention Pond: 1) All pond banks to water elevation at time of sod placement. 2) Ten feet beyond top of bank

6. All swales shall be sodded top of bank to top of bank.

E. Watering of Grassed Areas: The grassed areas shall be watered for the duration of the Contract so as to provide optimum growth conditions for the establishment of the grass. The water used shall be obtained from the construction well or other means at the Contractor’s expense.

3.04 MAINTENANCE OF GRASSED AREAS:

A. The Contractor shall, at his expense, maintain the planted areas in a satisfactory condition until Final Acceptance of the Project. Such maintenance shall include:

1. Watering and mowing of all grassed areas.

2. Filling, leveling and repairing of any washed or eroded areas, as may be necessary.

B. The Engineer may, at any time, require replanting of any areas in which the establishment of the grass stand does not appear to be developing satisfactorily.

C. If a planted area must be replanted due to the Contractor's negligence, carelessness or failure to provide routine maintenance of such area, such replacement shall be at the Contractor's expense.

END OF SECTION

0103-24-1 02921-5 Grassing, Seeding and Sodding SECTION 02958

LIFT STATION WETWELL REHABILITATION

PART 1 - GENERAL

1.01 SCOPE: The intent of this section is to rehabilitate existing lift station wetwells using various products and methods either singularly or in combination.

1.02 GENERAL:

Lift station wetwell sealing includes the following:

A. The sealing of the wetwell base, walls, block, or portions of precast wetwell sections.

B. The sealing of precast section joints, when general structure sealing is not required.

C. The inspection and testing of various types of work to insure compliance.

D. Construction debris shall be completely cleaned out of the existing wetwell at the close of construction.

E. Interim by-pass pumping provisions as required to take the lift station out of service while rehabilitation is completed.

1.03 REFERENCES:

A. ACI: The published standards of the American Concrete Institute, Farmington Hills, MI.

1. ACI 506.2-77 - Specifications for Materials, Proportioning, and Application of Shotcrete.

B. ASCE: The published Manuals and Reports on Engineering Practices of the American Society of Civil Engineers, Reston, VA.

1. ASCE Manual No. 92 - Manuals and Reports on Engineering Practice; Manhole Inspection and Rehabilitation (2008 Update).

C. ASTM: The published standards of the American Society for Testing and Materials, West Conshohocken, PA.

1. ASTM D638 - Tensile Properties of Plastics.

0103-24-1 02958-1 Lift Station Wetwell Rehabilitation 2. ASTM D790 - Flexural Properties of Unreinforced and Reinforced Plastics. 3. ASTM D695 - Compressive Properties of Rigid Plastics. 4. ASTM D4541 - Pull-off Strength of Coatings Using a Portable Adhesion Tester. 5. ASTM D7234 - Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers. 6. ASTM D4787 Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates. 7. ASTM D2584 - Volatile Matter Content. 8. ASTM D543 - Resistance of Plastics to Chemical Reagents. 9. ASTM D4258 - Standard Practice for Surface Cleaning Concrete 10. ASTM D4259 - Standard Practice for Abrading Concrete 11. ASTM C109 - Compressive Strength Hydraulic Cement Mortars. 12. ASTM C579 - Compressive Strength of Chemically Setting Silicate and Silica Chemical Resistant Mortars.

D. ICRI: The published standards of the International Concrete Repair Institute, Des Plaines, IL.

1. ICRI Technical Guideline No. 03732 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays.

E. NACE: The published standards of National Association of Corrosion Engineers (NACE International), Houston, TX.

1. NACE RPO 188-99 Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates.

F. SSPC: The published standards of the Society of Protective Coatings, Pittsburgh, PA.

1. SSPC-SP 1 - Solvent Cleaning 2. SSPC-SP 5 - White Metal Blast Cleaning 3. SSPC-SP 10 - Near White Metal Blast Cleaning 4. SSPC-SP 12 Surface Preparation and Cleaning of Metals by Water jetting prior to Recoating. 5. SSPC SP-13/NACE No. 6 - Surface Preparation of Concrete. 6. SSPC-PA 9 - Measurement of Dry Coating Thickness on Cementitious Substrates Using Ultrasonic Gages.

G. SSPWC: Standard Specifications for Public Works Construction "Greenbook", 2009.

1. SSPWC 210-2.3.3 & 211-2 - Chemical Resistance Test (Pickle Jar Test). 2. SSPWC 500-2 - Manhole and Structure Rehabilitation.

0103-24-1 02958-2 Lift Station Wetwell Rehabilitation 1.04 SUBMITTALS:

A. All materials and procedures required to establish compliance with the specifications shall be submitted to the Engineer for review and approval. Submittals shall include the following minimum items:

1. Technical data sheet on each product to be used.

2. Material Safety Data Sheet (MSDS) for each product to be used.

3. ASTM references.

4. Center of Innovative Grouting Materials (CIGMAT) information on application (as applicable).

5. Descriptive literature, bulletins and/or catalogs of materials.

6. Work procedures including flow diversion/by-pass pumping plans, method of repair, etc.

7. Approval of the applicator by the manufacturer.

8. Warranty.

1.05 QUALITY ASSURANCE:

A. The manufacturer and/or applicator of the liner system shall be a company that specializes in the design, manufacturer or installation of corrosion protection systems for the proposed application. Applicator shall be trained in leak repair, surface preparation and corrosion materials application on the proposed environment. Corrosion materials/products shall be suitable for installation in hydrogen sulfide environments without any deterioration to the liner. The manufacturer shall list any hydrogen sulfide concentration which may present issues with the proposed liner application.

B. The applicator shall be trained and certified by the manufacturer for the handling, mixing, application and inspection of the liner system as described herein.

C. To ensure total unit responsibility, all materials and installation thereof shall be furnished and coordinated within/by one manufacturer/applicator who provides a complete system and assumes full responsibility for the entire system.

D. The Manufacturer and the applicator shall warrant the liner against failure for a period of 10 years. “Failure” will be deemed to have occurred if the protective lining fails to: (a) prevent internal damage or corrosion of the structure; and (b) protect the substrate and environment from contamination

0103-24-1 02958-3 Lift Station Wetwell Rehabilitation from the wastewater environment. If any such failure occurs within 10 years of initial completion of work on a structure, the damage will be repaired to restore the lining at no cost to the Owner within 60 day after written notification of the failure. “Failure” does not include damage resulting from “mechanical or chemical abuse” or an act of God. Mechanical or chemical abuse means exposing the lined surfaces of the structure to any mechanical force or chemical substance not customarily present or used in connection with structure of the type involved. There are no warranties express or implied other than those specifically stated herein.

1.06 ACCEPTABLE MANUFACTURERS: The liner system shall be manufactured and installed by: CCI Spectrum, Inc. (“Spectrashield”), GML Coatings, LLC (“Green Monster”), Raven Lining Systems, SewperCoat, or pre-approved equal.

PART 2 - PRODUCTS

2.01 SPECTRASHIELD:

A. Materials and Equipment:

1. The materials to be utilized in the lining of concrete structures shall be designed and manufactured to withstand severe effects of hydrogen sulfide in a wastewater environment.

2. Abrasive blasting equipment shall be suited to completely remove deteriorated concrete and hard contaminants from the existing concrete surfaces. Contaminant unit to capture spent abrasive material shall be provided unless otherwise approved by the Engineer.

3. Equipment for installation of lining materials shall be high quality grade as recommended by the manufacturer.

4. The lining system to be utilized shall be a multi-component stress panel liner system as described below:

a. Liner:

Installation Liner

Moisture Displacement Barrier Primer

Moisture Barrier Modified Polymer

Surfacer Polyurethane/Polymeric Blend Foam

Final Corrosion Barrier Modified Polymer

b. Primer shall be 100% solids.

0103-24-1 02958-4 Lift Station Wetwell Rehabilitation c. Modified polymer shall be sprayed, solvent-free, two- component polymeric, moisture/chemical barrier specifically developed for the corrosive environment of wastewater.

TYPICAL CHEMICAL ANALYSIS

“A” Component

Viscosity, 77E F, cps, ASTM D-11638 400

Physical State Liquid

Color Clear

Hygroscopicity Reacts with Water

“B” Component

Viscosity, 160E F, cps, ASTM D-11638 400

Physical State Liquid

Color Flamingo Pink

Non-Volatile 100%

Reaction Profile (100 grams, 175E F Sample)

Gel Time (seconds) 1-2

Tack Free Time (seconds) 15

Cure Time (seconds) 30

Processing

A System / B System, volume ratio 1.00/1.00

Typical Physical Properties

Tensile Strength (PSI) >1500

Elongation (%) 125

Tear Strength (PSI) 350

Shore D Hardness 55

100% Modulus (PSI) >1500

0103-24-1 02958-5 Lift Station Wetwell Rehabilitation d. Polyurethane/polymeric blend foam shall be 100% CFC/HCFC free, low viscosity, two components, fire resistant, rigid structure filler.

TYPICAL CHEMICAL ANALYSIS

“A” Component

Viscosity, 77E F, cps, ASTM D-11638 200

Physical State Liquid

Color Dark Brown

Hygroscopicity Reacts with Water and

evolves CO2 gas

“B” Component

Viscosity, 77E F, cps, ASTM D-11638 1800

Physical State Liquid

Color Tan

Hygroscopicity Absorbs water rapidly thus changing ratio.

Reaction Profile (100 grams, 77E F Sample)

Cream Time (seconds) 1-4

Tack Free Time (seconds) 5-8

Rise Time (seconds) 6-10

Processing

A System / B System, volume ratio 1.00/1.00

Typical Physical Properties

Density, nominal core, (lb/ft3) ASTM D-1622 @ 4 ½ - 5 ½ 74E F

Compression Strength, ASTM D-1621 @ 74E F 105-110 parallel to rise (PSI)

Closed Cell Content (%) ASTM D-1940 @ 74E F Over 90

Shear Strength (PSI) ASTM C-273 @ 74E F 225-250

e. Total thickness of multi-component stress panel liner shall be a minimum of 500 mils and shall sustain a 300 PSI pull test. Product shall be SPECTRASHIELD by CCI Spectrum, Inc., or approved equal.

B. See Paragraph 1.05 D. for Warranty Requirements.

0103-24-1 02958-6 Lift Station Wetwell Rehabilitation 2.02 GREEN MONSTER LINER SYSTEM:

A. Materials and Equipment:

1. All materials used within the Green Monster system shall be highly resistant to hydrogen sulfide in the wastewater environment.

2. Waterblasting equipment shall be no less than 4000 psi and sandblasting equipment shall deliver enough pressure to remove all deteriorated concrete in the structure providing a substrate free of loose material.

3. GML 30/60, which is high early strength calcium aluminate blend cementitious mortar, shall be used to structurally rebuild substrates also providing an aesthetically smooth brush finished surface.

4. All spray equipment shall be plural component manufactured by Graco and be capable of monitoring pressures and temperatures of the coating ensuring a quality application. Green Monster shall only be applied with a minimum output pressure of 2500 psi.

5. All products used in the Green Monster system shall be approved and installed by only GML Coatings trained personnel. View product specifications below.

6. GML 30 and GML 60 Cementitious Mortar Specifications:

TYPICAL PROPERTIES Compressive Strength, psi ASTM C928 6500 Freeze Thaw Resistance ASTM C666 1% Loss Shear Bond Strength, psi ASTM C882 1650 Flexural Strength, psi ASTM C348 1180

7. Primer Specifications:

TYPICAL PROPERTIES (1:1 by Vol.) Tensile Strength, psi ASTM D638 4500 Elongation, % ASTM D638 6 Compressive Strength, neat ASTM D695 3800 Shrinkage None Bond Strength, psi ASTM D4541 1200 Hardness, Shore D ASTM D2240 71 Color Amber Viscosity, cps, neat 25 Final Cure @ 72ºF 20 min

0103-24-1 02958-7 Lift Station Wetwell Rehabilitation 8. Primer shall have an extremely low viscosity allowing it to penetrate deep into the pores of the brushed concrete for permanent bonding.

9. Primer shall only be spray-applied and fully cure in 20 minutes or less without experiencing any shrinkage.

10. Concrete substrate shall be heated and surface temperature decreasing during the application of Green Monster Primer.

11. Green Monster Liner shall display excellent chemical resistance, thermal stability, and maintain flexible characteristics preventing cracking which may allow sewer gases to attack the substrate.

TYPICAL PHYSICAL PROPERTIES Tensile Strength, psi ASTM D412 4500 Elongation, % ASTM D412 460 100% Modulus ASTM D412 1460 Tear Strength, PLI ASTM D624 570 Hardness, Shore A ASTM D2240 98 Hardness, Shore D ASTM D2240 52 Flexibility, 1/8" Mandrel ASTM D1737 PASS Flashpoint, ºF Pensky-Martin >200 Taber Abrasion, mg Loss ASTM D4060 17.0 CS 17 Wheels IKG, 1000 Revs A-Side Hose Temperature ºF 140-160 B-Side Hose Temperature ºF 140-160 Block Temperature ºF 160

ADHESION RESULTS: ASTM D4541 Patti Tester Concrete Green Monster 600 psi Primer-Epoxy Glue Failure Carbon Steel (direct) 900 psi

TYPICAL PROCESSING PROPERTIES Gel Time, seconds 20 Tack Free Time, seconds 45 Volume Ratio, V:V 1:1

12. Concrete restoration shall be between .25 and 3 inches whichever is required to return the deteriorated substrate to the original thickness. In the case of minor deterioration and spalling, a Green Monster system approved cementitious concrete shall be used as a resurfacer. After the proper concrete restoration has been achieved, Green Monster shall be applied at 125 mils. Product shall be Green Monster Liner by GML Coatings, LLC, or pre-approved equal.

0103-24-1 02958-8 Lift Station Wetwell Rehabilitation B. See Paragraph 1.05 D. for Warranty Requirements.

2.03 RAVEN LINING SYSTEM:

A. Repair Products:

1. Repair products shall be used to fill voids or bugholes, smooth transitions between components, replace lost mortar in masonry structures, smooth rough surfaces, and rebuild severely deteriorated substrates and/or to remediate infiltration prior to the installation of the coating product(s).

a. Repair materials must be supplied by the coating product(s) manufacturer or shall be expressly approved by the coating product(s) manufacturer in writing for compatible with the specified coating product(s).

b. All materials shall be mixed, applied, and cured in accordance with the manufacturer's recommendations.

c. Repair product physical properties shall be substantiated through submittal of accredited third party testing results and shall be representative of the actual field applied product and cure mechanism(s) to be employed in the field.

2. 100% solids, solvent-free epoxy grout; specifically the specified coating product(s) (Paragraph 2.03 B.3.) enhanced with Raven 200 polyolefin fiber filler or other approved aggregate.

3. Factory blended, rapid setting, high-early strength, non-shrink repair mortar to be trowel or pneumatically spray applied to the entire surface.

a. Manufacturer: Raven Lining Systems, Broken Arrow, Oklahoma, (800) 324-2810 or (918) 6150-140 fax.

b. Product: Raven 755 Cement Mortar having the following characteristics:

• Product Type: Fiber filled high early strength Portland cement mortar • Tensile Strength, psi (ASTM C496):>800 • Compressive Strength, psi (ASTM C109): >9,000 @ 28 days • Flexural Strength, psi (ASTM C293): >1500 • Shrinkage @ 90% R. H., % (ASTM C596): 0 • Adhesion to Concrete, psi (ASTM C882): >2000 psi • Freeze/Thaw (ASTM C666): 100 Cycles, no visible damage

0103-24-1 02958-9 Lift Station Wetwell Rehabilitation 4. Factory blended, high strength, non-shrink, cementitious repair mortar to be troweled or otherwise manually applied to repair/fill minor surface defects from featheredge to ¼" in thickness.

a. Manufacturer: Raven Lining Systems.

b. Product: Raven 710 - Cement Mortar having the following characteristics:

• Product Type: Calcium aluminate mortar • Compressive Strength, psi (ASTM C109): >5,000 @ 28 days • Shrinkage @ 90% R. H., % (ASTM C596): 0 • Adhesion to Concrete, psi (ASTM C882): >1600 psi • Adhesion to Concrete, psi (ASTM D7234): >150 psi

c. Or equal as approved by Raven Lining Systems.

5. Factory blended, high-early strength, non-shrink, cementitious repair mortar to be trowel applied to fill large voids or repair bench and inverts.

a. Manufacturer: Raven Lining Systems.

b. Product: Raven 700 Cement Mortar having the following characteristics:

• Product Type: Calcium aluminate mortar • Compressive Strength, psi (ASTM C109): >1,800 @ 24 hours • Adhesion to Concrete, psi (ASTM C882): >1600 psi • Adhesion to Concrete, psi (ASTM D7234): >150 psi • Density of wet mix: 100 - 110 lbs./ft3.

c. Or equal as approved by Raven Lining Systems.

B. Coating Products:

1. Coating product shall be applied to all interior surfaces to protect the host substrate and repair materials from all forms of chemical or bacteriological attack typically found in municipal sanitary sewer systems and to impart a degree of structural enhancement.

2. Coating product physical properties shall be substantiated through submittal of accredited third party testing results and shall be representative of the actual field applied product and cure mechanism(s) to be employed in the field.

0103-24-1 02958-10 Lift Station Wetwell Rehabilitation 3. 100% Solids, Solvent-Free, Ultra-High Build Epoxy Coating to be spray applied to all interior surfaces of exposed concrete above the spring line or as otherwise detailed.

a. Manufacturer: Raven Lining Systems, Broken Arrow, Oklahoma, (800) 324-2810 or (918) 6150-140 fax.

b. Product: Raven 405 - 100% solids, solvent-free ultra high-build epoxy system exhibiting the following characteristics:

• Product Type: amine cured epoxy • VOC Content (ASTM D2584): 0% • Compressive Strength, psi (ASTM D695): 18,000 (minimum) • Tensile Strength, psi (ASTM D638): 7,500 (minimum) • Flexural Modulus, psi (ASTM D790): 700,000 (minimum) • Adhesion to Concrete, psi/mode of failure (ASTM D4541/7234): 200 psi (minimum) with substrate (concrete) failure • Chemical Resistance (ASTM D543/G20) immersion service for: Municipal sanitary sewer environment Sulfuric Acid, 30% Sodium Hydroxide, 10% Sodium Hypochlorite, 12.5% • Successful Pass: Sanitation District of L.A. County Coating Evaluation Study and SSPWC 210.2.3.3 (Greenbook "Pickle Jar" Chemical Resistance test) • Product shall be applied at a minimum of 100 mils when applied in conjunction with Raven 171 primer and 125mil in all other instances.

4. Coating product primer to be applied as recommended by the coating product manufacturer as installation conditions warrant.

a. Manufacturer: Raven Lining Systems.

b. Product: Raven 171 - 100% solids epoxy primer having the following characteristics:

5. 100% Solids, Solvent-Free, Ultra-High Build Epoxy Coating to be manually or spray applied to interior surfaces of exposed concrete below the typical flow line; specifically designed for accelerated cure and suitable for release of flow in less than 45 minutes at normal service temperatures or as otherwise detailed.

a. Manufacturer: Raven Lining Systems, Broken Arrow, Oklahoma, (800) 324-2810 or (918) 6150-140 fax.

0103-24-1 02958-11 Lift Station Wetwell Rehabilitation b. Product: Raven 405 FS - 100% solids, solvent-free ultra high-build epoxy system.

C. Product Application Equipment:

1. Cementitious repair products for spot repair may be mixed and applied using hand and/or power tools

2. Cementitious repair products to be spray applied shall be mixed and applied using manufacturer approved batch mixing and low velocity spray devices.

3. Coating product primer may be applied using hand tools or other convention/airless spray application device(s).

4. Coating product to be spray applied shall be mixed and applied using manufacturer approved heated plural component spray equipment.

5. Coating product application to hard to reach areas or for touch-up may be performed using hand tools.

D. Warranty: See Paragraph 1.05 D. for Warranty Requirements.

2.04 SEWPERCOAT:

A. Materials:

1. Lining material furnished under this specification shall be a prepackaged mortar mix, including all cement, aggregates, and any required additives. It is the intent of this specification that the Contractor only be required to add the proper amount of potable water so as to produce concrete suitable for spray application. Do not add portland cement, other aggregates, or any admixtures whatsoever to lining material. Typical package weights shall not be less than 50 lbs and shall be identical for all material furnished on this project.

2. The chemical composition of the cement portion as well as the aggregates of the mortar mix shall be as follows:

Al2O3 CaO FeO + Fe203 SiO2 39-44% 35-39% 9-14% 5-7%

0103-24-1 02958-12 Lift Station Wetwell Rehabilitation 3. The properties of the mortar mix are typically as follows:

Compressive Strength (ASTM C109) > 5,500 psi 24 hours Flexural Strength (ASTM C293) > 1,200 psi 24 hours Splitting Tensile Strength (ASTM C496) > 800 psi 24 hours Slant Shear Test (ASTM C882) > 1,200 psi 24 hours

Shrinkage at 28 days (ASTM C596) < 0.08% cured @ 90% relative humidity Freeze/Thaw after 300 Cycles (ASTM C666) No visible damage after 300 cycles

4. The mortar mix shall be SewperCoat PG as manufactured by Kerneos Inc. - Chesapeake, Virginia., or an approved equal.

5. Mortar mix must have at least seven (7) years of successful performance in similar applications and be supplied by an ISO 9001/9002 certified manufacturer. Manufacturer's ISO 9001/9002 certificate shall be submitted to Engineer and Owner.

6. In addition, the mortar mix shall be designed to withstand long-term exposure to a bacterially corrosive hydrogen sulfide environment that may be expected to produce a pH of 1 on normal Portland cement based concrete or typical brick and mortar surfaces.

7. Water used in mixing shall be fresh, clean, potable water, free from injurious amounts of oil, acid, alkali, vegetable, sewage and/or organic matter. Water shall be considered as weighing 8.32 pounds per gallon.

8. Mortar mix shall be stored with adequate provisions for the prevention of absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment.

B. See Paragraph 1.05 D. for Warranty Requirements.

PART 3 - EXECUTION

3.01 SPECTRASHIELD:

A. Surface Preparation:

1. Abrasive blasting equipment shall remove all deteriorated concrete, hard contaminants, localized micro-organisms and gas contaminants from the concrete walls, floor, ceiling, and other concrete structures. Final product shall be cleaned, exposed and virgin concrete aggregate ready for rehabilitation material. Abrasive blasting equipment shall be suited to completely remove deteriorated concrete and hard

0103-24-1 02958-13 Lift Station Wetwell Rehabilitation contaminants from the existing concrete surfaces. Containment unit to capture spent abrasive material shall be provided unless otherwise approved by the Engineer.

2. After the defects in the structure have been identified, repair all leaks with grout designed for use in field sealing of ground water. Severe cracks shall be repaired using a urethane based chemical sealant. Product to be utilized shall be as approved by the Engineer prior to installation. Repairs to exposed rebar, defective pipe penetrations or inverts, etc. shall be repaired utilizing non-shrink grout or Engineer approved alternate method.

3. Prior to installation of final liner material, if required, re-blast the entire structure and remove all abrasive materials.

B. Material Installation:

1. The limits of corrosion protection system shall be all exposed concrete surfaces including walls, tap sections, risers, etc. unless otherwise approved by the Engineer. All piping, conduit, other walled penetrations, fasteners, etc. shall be sealed into the structure to eliminate potential gaseous or water intrusion behind the protective liner. The roof of the structure shall be and appropriately terminated at the existing hatch or manhole to ensure all exposed aggregate is lined.

2. Application of multi-component system shall be in strict accordance with the manufacturer’s recommendations. Final installation shall be minimum thickness of 500 mils. A permanent identification number and date of work performed shall be affixed to the structure in a readily visible location.

3. Provide final written report to Engineer detailing the location, date of report, and description of repair or original installation.

C. Inspection and Repairs: Final concrete structure corrosion protection system shall be completely free of pinholes or voids. Entire exposed concrete surface shall be protected with corrosion protection system. Liner thickness shall be the minimum thickness described above. All defects identified during inspection such as pinholes, low film millage, etc. shall be repaired with the same material and to the same thickness as required of original installation.

3.02 GREEN MONSTER LINER SYSTEM:

A. Surface Preparation:

1. Preparation will begin by sandblasting the entire substrate preparing the surface so that it is structurally intact, clean of all corrosion, and provided with a minimum of a 5 mil profile.

0103-24-1 02958-14 Lift Station Wetwell Rehabilitation 2. After sandblasting is completed, the surface area will be waterblasted at 4000 psi ridding the substrate of all dust, sand, and loose debris.

3. All solids and water are to be removed from the work site along with other debris.

4. Active infiltration will be injection grouted.

5. A cementitious calcium aluminate concrete blend (GML 30/60) will be applied to the entire substrate to be coated. In most cases, the entire surface will be structurally built up to .25 to 3 inches thick providing a smooth brushed finish. Thicker applications may apply where there is more deterioration of the existing structure.

6. Work area is to be completely dried using indirect heat lowering the moisture content of the substrate.

7. Green Monster Primer is to be applied to the dry and cooling substrate providing maximum adhesion and sealing the porous concrete.

8. Green Monster Liner shall be spray applied at 125 mil thickness. This is to be spray applied to the ring of the structure down to the coating of the bench in manholes and the entire bottom of other structures.

B. Material Installation:

1. The limits of the corrosion protection system shall be all exposed concrete surfaces including walls, pipe penetrations, risers, etc., unless otherwise approved by Engineer.

2. Application of the Green Monster Liner System shall be in strict accordance with the manufacturer’s recommendations.

3. All material installed must be holiday tested for pinholes. Either a GML Coatings representative shall approve the test or an onsite inspector employed by the Owner.

C. Inspection and Repairs: Final concrete structure corrosion protection system shall be completely free of pinholes or voids. Entire exposed concrete surface shall be protected with corrosion protection system. Liner preparation and thickness shall meet what is stated above. All defects identified during inspection such as pinholes, thin film millage, etc. shall be repaired with same material and to same thickness as required of original installation.

0103-24-1 02958-15 Lift Station Wetwell Rehabilitation 3.03 RAVEN LINING SYSTEM:

A. Repairs and Surface Preparation:

1. Excessive debris, sediment, root intrusion or other foreign materials which may impact the effectiveness of the surface preparation process shall be removed prior to the commencement thereof.

2. Offset structural components, lids, covers, frames, etc. shall be repaired, replaced, or reset prior to the commencement of surface preparation.

3. External soil/fill voids shall be remediated and/or stabilized by replacement or injection of stabilizing grout as determined appropriate by the Engineer.

4. Oils, grease, incompatible existing coatings, waxes, form release, curing compounds, efflorescence, sealers, salts, or other contaminants which may affect the performance and adhesion of the coating to the substrate shall be removed in accordance with SSPC-SP 1 - Solvent Cleaning.

5. Choice of surface preparation method(s) should be based upon the condition of the structure and concrete or masonry surface, potential contaminants present, access to perform work, and the required cleanliness and profile of the prepared surface to receive the repair and/or coating product(s).

6. Surface preparation method, or combination of methods, that may be used include high-pressure water cleaning, water jetting, abrasive blasting, shotblasting, grinding, scarifying, detergent water cleaning, hot water cleaning and others as referenced in industry accepted standards such as:

a. SSPC SP-13/NACE No. 6 Surface Preparation of Concrete.

b. ASTM D-4258 Standard Practice for Surface Cleaning Concrete for Coating and ASTM-D-4259 Standard Practice for Abrading Concrete.

c. ICRI Technical Guideline No. 03732 Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays.

d. NACE/SSPC Standards for the surface preparation of steel.

0103-24-1 02958-16 Lift Station Wetwell Rehabilitation 7. Whichever method(s) are used, they shall be performed in a manner that provides a uniform, sound, clean, and neutralized surface suitable for the specified coating product(s).

a. Resulting surface profile of the prepared concrete substrate shall be (as described in ICRI Technical Guideline No. 03732):

• For application of cementitious materials; at least a CSP2 • For application of coating products: at least a CSP2

b. Concrete and/or mortar damaged by corrosion, chemical attack or other means of degradation shall be removed so that sound substrate remains:

• In conditions where severe chemical/microbiological attack has occurred the prepared substrate shall exhibit a pH of 8-12. Additional cleaning and/or contaminated substrate removal may be required to achieve the specified pH level.

8. Prior to the application of the coating product repairs shall be completed to ensure the following:

a. All inflow and infiltration shall be eliminated by use of appropriate repair material(s), such as hydraulic cements and/or chemical grouts.

b. All repairs to joints, pipe seals, steps, mechanical penetrations, benches, inverts, pipes or other appurtenances to be coated shall be completed and repaired surfaces prepared according to this section.

• Benches or other horizontal surfaces shall have adequate slope (1" rise per lineal foot minimum) to minimize the retention of debris following surcharge.

• Inverts or flow channels shall be smooth without lips, rough edges or other features which may cause debris to collect; contoured to minimize turbulent flow; and be sloped to promote adequate flow from the inlet(s) to the outlet pipe.

• All joints, pipe seals, steps or other penetrations shall be sealed against inflow, infiltration and exfiltration and be adequately filled, smoothed and contoured to promote monolithic coating application.

0103-24-1 02958-17 Lift Station Wetwell Rehabilitation 9. Areas where reinforcing steel has been exposed shall be repaired in accordance with the Engineer's recommendations prior to coating with the coating product specified or other approved primer as specified by the coating product manufacturer.

B. Application of Repair and Resurfacing Products:

1. Repair products shall be used to fill voids, bugholes, and other surface defects which may affect the performance or adhesion of the coating product(s).

2. Repair products shall be used to repair, smooth or rebuild surfaces with rough profiles to provide a concrete or masonry substrate suitable for the coating product(s) to be applied. These products shall be installed to ½" minimum thickness or as recommended within manufacturers published guidelines. Should structural rebuild be necessary, these products shall be installed to a thickness as specified by the Engineer.

3. Repair products shall be used to remediate all active inflow, infiltration, and/or external soil/fill voids.

4. All Repair products shall be handled, mixed, installed, and cured in accordance with manufacturer guidelines.

5. All repaired or resurfaced substrates shall be inspected for cleanliness and suitability to receive the coating product(s). Additional surface preparation may be required prior to coating application.

C. Application of Coating Product(s):

1. Application procedures shall conform to the recommendations of the coating product(s) manufacturer, including environmental controls, product handling, mixing, application equipment, and methods.

2. Spray equipment shall be heated plural component specifically designed to accurately ratio and apply the coating product(s) and shall be in proper working order.

3. Contractors qualified per these specifications shall perform all aspects of coating product(s) installation.

4. Prepared surfaces shall be coated via spray application of the coating product(s) described herein unless otherwise recommended by the coating product manufacturer.

0103-24-1 02958-18 Lift Station Wetwell Rehabilitation 5. Coating thickness shall be in relation to the profile of the surface to be coated as recommended by the coating product manufacturer.

6. In all cases the coating product(s) shall be applied to a minimum dry film thickness of 125 mils minimum DFT.

7. Subsequent topcoating or additional coats of the coating product(s) shall occur within the product's recoat window or 24 hours which ever is less. Additional surface preparation procedures will be required if this recoat window is exceeded.

8. Coating product(s) shall interface with adjoining construction materials/components throughout the manhole structure to effectively seal and protect substrates from attack by corrosive elements and to ensure the effective elimination of infiltration into the sewer system.

9. Procedures and materials necessary to effect the interface between dissimilar materials and the coating product shall be as recommended by the coating product(s) manufacturer.

10. All exposed concrete shall be coated.

11. Sewage flow shall be stopped, bypassed, or diverted as necessary for application of the coating product(s) to the invert and interface with pipe materials.

D. Testing and Inspection:

1. Coating system thickness shall be inspected to ensure compliance with the specifications herein.

a. During application a wet film thickness gauge, meeting ASTM D4414 - Standard Practice for Measurement of Wet Film Thickness of Organic Coatings by Notched Gages, shall be used. Measurements shall be taken, documented, and attested to by Contractor for submission to Owner.

b. After the coating product(s) have cured in accordance with manufacturer recommendations, coating system thickness may be measured according to SSPC-PA 9 - Measurement of Dry Coating Thickness on Cementitious Substrates Using Ultrasonic Gages.

2. High voltage holiday detection for coating systems installed in corrosive environments, when it can be safely and effectively employed, shall be performed to ensure monolithic protection of the substrate. After the coating product(s) have cured in accordance with manufacturer recommendations, all surfaces shall be inspected for

0103-24-1 02958-19 Lift Station Wetwell Rehabilitation holidays in accordance with NACE RPO 188-99 Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates or ASTM D4787 Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates. All detected holidays shall be marked and repaired according to the coating product(s) manufacturer's recommendations.

a. Test voltage shall be a minimum of 100 volts per mil of coating system thickness.

b. Detection of a known or induced holiday in the coating product shall be confirmed to ensure proper operation of the test unit.

c. All areas repaired shall be retested following cure of the repair material(s).

d. In instances where high voltage holiday detection is not feasible a close visual inspection shall be conducted and all possible holidays shall be marked and repaired as described above.

e. Documentation of areas tested, equipment employed, results, and repairs made shall be submitted to the Owner/Engineer by Contractor.

3. Visual inspection shall be made by the Project Engineer and/or Inspector. Any deficiencies in the finished coating affecting the performance of the coating system or the operational functionality of the structure shall be marked and repaired according to the recommendations of the coating product(s) manufacturer.

4. The municipal sewer system may be returned to full operational service as soon as the final inspection has taken place and all coating materials have been adequately cured according to the coating product(s) manufacturer's recommendations.

3.04 SEWPERCOAT SYSTEM:

A. Sampling and Testing:

1. A recognized independent testing laboratory shall test mortar materials used on the project. The Manufacturer, instead of an independent laboratory, may test project sample specimens, provided the Owner, Engineer, and Manufacturer are in agreement of this testing method prior to project commencement. Specific materials recommended by the Engineer shall then be tested.

0103-24-1 02958-20 Lift Station Wetwell Rehabilitation 2. The cost of sampling and testing of the mortar mix during placement and the surface to which it is applied shall be born by the Contractor. Other testing required showing conformance with these specifications shall be the responsibility of the Contractor. Certified test reports and certificates, when so directed, shall be submitted in duplicate to the Engineer and to such other agencies or persons the Engineer may designate.

3. Any materials failing to meet the requirements of these specifications shall not be incorporated into the work plan.

B. Qualification of Work Crew:

1. The lining material Manufacturer shall maintain a listing of competent contractors that have demonstrated requisite skill and training to be qualified applicators of their materials.

2. Prior to project commencement, the Contractor must satisfy the Engineer that all Contractor's work crew personnel have performed satisfactory work in similar capacities elsewhere for a sufficient period of time to be fully qualified to properly perform the work in accordance with the requirements of the related specifications.

3. Foreman shall have at least 4 years experience with similar work and project conditions.

4. Nozzlemen shall be qualified by having had similar work experience.

5. Work Crew responsibilities prior to application of lining material shall include the following:

a. Surface preparation as discussed in Paragraph 3.04 D.

b. Ensure the operating air pressure is uniform and provides adequate nozzle velocity for proper compaction.

c. Continuously regulate the water content so that the applied materials consistently achieve proper compaction with a low percentage of rebound and no visible "sag".

d. Ensure that the installation equipment nozzle is held at the proper distance away from and as nearly perpendicular to the prepared sub-surface as the working conditions will permit to secure maximum material compaction with minimum rebound and no visible "sag".

0103-24-1 02958-21 Lift Station Wetwell Rehabilitation e. Follow a sequence routine that will fill corners with adequately compacted material applied at a maximum practicable layer thickness.

f. Determine necessary operating procedures for placement in confined spaces, extended distances or around unusual obstructions where placement velocities and mix consistency may need to be adjusted.

g. Direct the crew as to when to start and stop the flow of materials during installation and to immediately stop all work when material is not arriving uniformly at the nozzle.

h. Ensure that slough pockets are removed and prepared for installation of replacement material.

i. Bring the installed materials to established finished elevations in a neat and timely manner and within established tolerances.

6. Applicator's job foreman shall operate the mixing/placing equipment and direct the work of mixing crew personnel. Applicator's work crew shall also maintain proper line pressures throughout the mixing/placing equipment to ensure the necessary consistent nozzle velocity. Applicator's work crew shall further see that all material fed to the nozzle is uniformly fed through this equipment.

C. Equipment: Equipment shall be of spray type and approved by the material manufacturer. Alternate equipment may be utilized provided it meets the performance requirements of the specification. All equipment must be kept in operating condition and good repair.

D. Surface Preparation:

1. Ensure all sub-surfaces are clean and free of laitance, loose material, residue and all existing coating and lining materials. See Paragraph 3.04 G. for Inflow and Infiltration Prevention. For detailed explanation of the required surface preparation see ACI RAP-3 "Spall Repair by Low Pressure Spraying" page 2. ACI 546R "Concrete Repair Guide", chapter 2 also provides a good reference for important considerations for repairing concrete surfaces using mortar.

2. Sub-surfaces shall be thoroughly saturated with water prior to the application of the lining materials. In no instance shall shotcrete be applied in an area where running water exists. It is the intent of this specification that the existing surface be saturated and free of any running water just prior to installation - or SSD, "saturated surface dry condition." To achieve this condition it may be necessary to presoak the sub-surface for a at least 24 hours.

0103-24-1 02958-22 Lift Station Wetwell Rehabilitation E. Operation:

1. The Contractor shall provide all equipment necessary to individually gauge, control, and monitor the actual amounts of all component materials necessary to complete the lining installation. The type of equipment and methods used to gauge, control, and monitor component materials shall be subject to approval by the Engineer and Manufacturer.

2. All lining materials shall be thoroughly mixed by mechanical means to ensure all agglomerated particles are reduced to original size or removed prior to placement into the application equipment (i.e. the hopper). Each batch of material should be entirely discharged before recharging with fresh material. Mixing equipment shall be cleaned at regular intervals to remove all adherent materials.

3. The addition of water to the mix shall be in strict accordance with the Manufacturer's recommendations.

4. Remixing or tempering shall not be permitted. Rebound materials shall not be reused.

F. Protection of Adjacent Surfaces: During progress of the work, adjacent areas or grounds which may be permanently discolored, stained or otherwise damaged by dust and rebound material, shall be adequately protected and, if contacted, shall be cleaned by early scraping, brushing or washing as the surroundings permit.

G. Inflow and Infiltration Prevention:

1. If inflow or infiltration is observed within the structure after surface preparation is complete, a rapid setting crystalline enhanced hydraulic cement product specifically formulated for infiltration control shall be used to stop minor infiltration flows in accordance with the manufacturer's recommendations. The material shall meet the following strength requirements:

Compressive Strength (ASTM C597B) 600 psi 24 hours 1,000 psi 7 days

Bond Strength (ASTM C321) 30 psi 1 hour 80 psi 1 day

2. The material shall be Preco Plug, Octocrete, Burke Plug or Engineer approved equal. Where infiltration flows are more severe, pressure grouting may be required. The material for pressure grouting shall be Avanti A-220, DeNeef, or Engineer approved equal installed in accordance with the manufacturer's written instructions.

0103-24-1 02958-23 Lift Station Wetwell Rehabilitation 3. All materials, labor, equipment, and incidentals required to correct inflow and infiltration conditions will be considered incidental to rehabilitation.

H. Application of Materials:

1. Lining material shall not be applied to a frozen surface or to a surface that may freeze within 24 hours of application. Frozen conditions shall be defined as ambient temperatures of 32 degrees Fahrenheit or below.

2. Sequence of application may be from bottom to top or vice versa if rebound is properly removed.

3. Application shall be from an angle as nearly perpendicular to the surface as practicable, with the nozzle held at least 1 foot from the working sub-surface (except in confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses.

4. Application shall be suspended if:

a. Air velocity separates the cement from the aggregate at the nozzle.

b. Ambient temperature approaches freezing and the newly placed SewperCoat cannot be protected and insulated.

5. The time interval between successive layers of material application must be sufficient to allow "tackiness" to develop but not final set. If final set does occur, this surface shall be prepared in accordance with Paragraph 3.04 D.

6. Construction joints within a manhole shall be avoided. In the event a construction joint is necessary and approved by the Engineer, it shall be sloped off to a thin, clean, regular edge, at a 45-degree angle. Prior to placement of the adjoining materials, the sloped portion and adjacent applied material shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet.

7. Nozzleman shall bring the material to an even plane and to well-formed corners.

0103-24-1 02958-24 Lift Station Wetwell Rehabilitation 8. After the body coat has been placed, the surface shall be trued with a thin-edge screed to remove high areas and expose low areas. Low areas shall be properly filled with additional material to insure a true, flat surface in accordance with Paragraph 3.04 H.5.

9. For sanitary sewer manhole and lift station wet well applications, the minimum thickness of SewperCoat shall be a ½-inch cover over all surfaces.

I. Curing:

1. If the material has been applied and furnished in accordance to the specifications, and it has been determined that the environment is not moist enough for natural curing, the contractor will be required to apply a curing compound to all coated surfaces. Curing compound shall meet the requirements of ASTM C309 and have the approval of the lining material Manufacturer and the Engineer prior to use.

2. Moist curing may also be used in lieu of curing compound. If moist curing is selected, it should be implemented just after the notice of uniform heat generation of the installed lining. Moist curing can consist of the use of soaker hoses, water sprinklers, or vapor/misting machines. Regardless of delivery method, moist curing should continue for a minimum of 8 hours.

3.05 FINAL ACCEPTANCE: After the specified sealing work has been completed, the wetwells shall be visually inspected and tested by the Contractor (as required) for acceptability.

A. Structure Sealing Test: Wetwell structure sealing shall be visually inspected for water tightness against leakage of water into the wetwell. All visible leaks and defects observed during inspection shall be repaired. If the groundwater level is not high enough to give a realistic visual inspection; the Engineer will require an exfiltration test.

1. Exfiltration Testing: No sanitary sewage shall flow into the wetwell during testing. The wetwell shall be filled with water to the top of the frame. If the water loss exceeds that shown in the following table, the wetwell will have failed the test.

Depth of Manhole Maximum Allowable Loss Under 8 feet deep 1 inch in 5 minutes Over 8 feet deep 1/8 inch per foot of depth in 5 minutes

0103-24-1 02958-25 Lift Station Wetwell Rehabilitation B. Any manholes that are leaking, are visually unacceptable, or fail the test shall be reworked and retested. The Owner reserves the right to inspect the sealed manholes during the warranty period. Any leakage or defects in the work found by this inspection shall be corrected by the Contractor within an agreed-upon time at no additional cost to the Owner.

END OF SECTION

0103-24-1 02958-26 Lift Station Wetwell Rehabilitation SECTION 02961

ASPHALTIC PAVEMENT AND CONCRETE REPLACEMENT

PART 1 - GENERAL

1.01 REFERENCES: Section numbers and Article numbers specified are those contained in the latest edition of the “Florida Department of Transportation Standard Specifications for Road and Bridge Construction.”

1.02 RESTORATION: All surfaces, as described, shall be completed as soon as is reasonable. In no case shall the pavement replacement operation be unfinished for more than 60 days after backfilling unless otherwise directed by the Engineer. Replace all damaged or cut pavement due to Contractor’s operations; restore all pavement outside of trench area that is damaged by the Contractor at no expense to the Owner.

1.03 JOB CONDITIONS:

A. Weather Limitations: Apply prime and tack coats only when ambient temperature is above 50 degrees F and when temperature has not been below 35 degrees F for 12 hours immediately prior to application. Do not apply when base contains an excess of moisture.

B. Construct asphalt concrete surface only when atmospheric temperature is above 40 degrees F and when base is dry. Base course may be placed when air temperature is above 30 degrees F and rising.

1.04 GUARANTEE: All restores areas within the public right-of-way shall be guaranteed for one year. In the event of settlement of paved areas more than 1/4 in. Below the undisturbed adjacent permanent pavement, the Contractor shall make the necessary repairs to restore the pavement level within ten calendar days after notification by the Owner. The cost of such repairs shall be paid by the Contractor.

1.05 SUBMITTALS: The Contractor shall submit the mix design for the asphaltic concrete and material specifications sheets for the tack coat and pavement markings. Upon completion of construction, the Contractor shall provide the results of core test taken at 500' intervals.

PART 2 - PRODUCTS

2.01 SUBGRADE: Stabilized subgrade, as required, shall comply with Section 160, Stabilizing, of the FDOT Standard Specifications.

0103-24-1 02961-1 Asphaltic Pavement and Concrete Replacement 2.02 BASE COURSE: Limerock Base: Material shall be as specified in Section 911, Limerock Material for Base and Stabilized Base, of the Standard FDOT Specifications.

2.03 PRIMING: Prime coat shall be emulsified asphalt of a grade applicable to the base used meeting the requirements of Section 916, Bituminous Material of the FDOT Standard Specifications. Cover material for prime coat shall be hot asphalt coated sand meeting the requirements of Section 902, Fine Aggregate of the FDOT Standard Specifications.

2.04 TACK COAT: Tack coat shall be emulsified asphalt, Grade RS-2, complying with DOT Specifications, Articles 300-1 through 300-7 respectively.

2.05 ASPHALTIC CONCRETE PAVEMENT: Asphalt pavement shall be Type SP 9.5. Materials shall conform to Sections 334, 901, 902, 916, and 917 of FDOT specifications.

2.06 PAVEMENT PAINTS: Marking and striping shall utilize traffic paint meeting or exceeding requirements as specified below.

1. Striping materials shall comply with Sections 710-2, 971-12 or 971-13, and 971-14 of the 2004 Florida Department of Transportation Standard Specifications.

2.07 ROCK, GRAVEL, SHELL AND MARL REPLACEMENT: Roads, streets or driveways constructed of rock, gravel, shell or marl shall be restored to a condition equal to or better than prior to construction.

PART 3 - EXECUTION

3.01 PAVEMENT REPLACEMENT:

A. Replace pavement in accordance with the details shown on drawings. The thickness of the new base and pavement shall be at a minimum as shown on the details or match the existing pavement section, whichever is greater.

B. Bearing: Bearing values shall be determined by the limerock bearing ratio method in accordance with FDOT Specification Research Bulletin 22-B, dated May 1972.

C. Field Quality Control: All work shall meet the requirements of the FDOT.

D. All asphalt or concrete which is removed and is to be replaced, shall be removed from the project site and shall be property disposed of by the Contractor.

0103-24-1 02961-2 Asphaltic Pavement and Concrete Replacement 3.02 EDGE TRIMMING: Trim edges of the existing pavement with a concrete saw or other approved method to provide a clean, straight edge prior to removal and replacement of the existing pavement.

3.03 INSTALLATION:

A. Limerock Base Course: Thickness shall be as shown on the drawings and shall be constructed as specified in Section 200, Rock Base of the FDOT Standard Specifications.

B. Priming: Priming coat shall be applied in accordance with Section 300, Prime and Tack Coats For Base Courses of the FDOT Standard Specifications, applied at the average rate of 0.15 gallons per square yard. Cover material for prime coat shall be applied with approved distributor. Application of the tack coat shall follow the application of the prime coat and be immediately prior to the placing of the surface course. The application rate for the tack coat shall be at the average rate of 0.10 gallons per square yard. The bituminous quantities are considered as average and are subject to some variation at the discretion of the Engineer and at no additional cost.

C. Asphaltic Concrete Pavement: Thickness and Type shall be as shown on the drawings and shall be constructed as specified in Section 320, Hot Bituminous Mixtures-Plant, Methods, and Equipment; Section 330, Hot Bituminous Mixtures, General Construction Requirements; and Section 334, Superpave Asphaltic Concrete of the FDOT Standard Specifications.

D. Pavement Paints: Repaint, stripe or otherwise mark the pavement to match the pre-existing conditions. Pavement marking and striping shall be applied in accordance with Section 710, Painted Pavement Markings; and Section 711, Thermoplastic Traffic Stripes and Markings fo the FDOT Standard Specifications.

END OF SECTION

0103-24-1 02961-3 Asphaltic Pavement and Concrete Replacement SECTION 15200

BYPASS PUMPING SYSTEMS

PART 1 - GENERAL

1.01 SCOPE: Work covered by this section of the specifications shall consist of furnishing all labor, equipment, supplies, and materials necessary for performing all operations in connection with the temporary bypass pumping and appurtenant facilities in accordance with the applicable drawings and specifications. It shall be the Contractor's responsibility to supply a completely operating system to bypass/divert flows around the Work area.

The design, installation and operation of the temporary pumping system shall be the Contractor’s responsibility. The bypass system shall meet the requirements of this Specification, all codes, and regulatory agencies having jurisdiction.

1.02 QUALITY ASSURANCE: Bypass system manufacturer/supplier shall have been in business for a minimum of 10 years. Manufacturer shall have a major service center within 150 miles of the project site. Bypass system representative shall provide a system with sufficient redundancy/firm capacity to meet the bypass requirements even if mechanical failures occur.

In order to unify responsibility for proper operation and service of the bypass units, it is the intent of these Specifications that all system components shall be furnished by a single manufacturer (unitary source).

1.03 GENERAL REQUIREMENTS:

A. Applicable Codes, Standards, and Specifications: The Work shall be in strict accordance with the following codes and standards:

1. FDEP Requirements. 2. American Society for Testing and Materials (ASTM). 3. National Electrical Code. 4. Occupational Safety and Health Standards (OSHA).

B. Existing Facility Operations:

1. The Contractor will be required to provide a bypass pumping plan to divert flows from the existing pump stations while they are rehabilitated.

2. The Contractor shall coordinate the work with the Owner so that the construction will not restrain or hinder the operation to the collection system.

0103-24-1 15200-1 Bypass Pumping Systems C. Bypass System Description:

1. The Contractor shall provide for continuous transmission of wastewater by providing a temporary bypass pumping station. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure.

2. Temporary bypass pumping shall include, as a minimum, providing:

a. All pumps, hoses, fittings, adapters, pipe supports, line stops and incidentals for a complete turnkey bypass pumping station.

b. Temporary pump system shall be capable of pumping raw wastewater on a real-time basis. The pumping system shall be capable of operating with varying flow conditions from 200 to 500 gpm. Contractor shall verify flows for final pump selection.

c. Power and/or fuel required to operate the system.

d. Bypass pumping shall not hamper or impair the operations of the collection system.

4. Submit Work Plan detailing overall sequence of work to install the materials. Work Plan shall detail the project schedule, required shutdowns, required temporary structures, line stops, bypass pumping plan, contingency plans for weather and bypass pumping equipment downtime and safety plan.

1.05 SUBMITTAL:

A. Shop Drawings: The Contractor shall submit to the Engineer a plan and description outlining all provisions and precautions to be taken by the Contractor regarding the handling of existing wastewater flows. This plan must be specific and complete, including such items as schedules, locations, elevations, capacities of equipment, materials and all other incidental items necessary and/or required to insure proper protection of the facilities, including protection of the access and bypass pumping locations from damage due to discharge flows, and compliance with the requirements and permit conditions specified in these Contract Documents. No construction shall begin until all provisions and requirements have been reviewed and approved by the Engineer.

0103-24-1 15200-2 Bypass Pumping Systems Submit copies of shop drawings and product data for equipment furnished under this section. Submittal shall include the following minimum information:

1. Qualifications of Pump Contractor.

2. Bypass Installation Plan including, but not limited to:

a. Staging area for pumps; b. Number, size, material, location and method of installation of suction piping; c. Number, size, material, method of installation and location of installation of discharge piping; d. Bypass pump sizes, capacity, number of each size to be on site and power requirements; e. Standby power generator size, location; f. Thrust and restraint block sizes and locations; g. Method of noise control for each pump and/or generator; h. Any temporary pipe supports and anchoring required; i. Design plans and computation for access to bypass pumping locations indicated on the drawings; j. Schedule for installation of and maintenance of bypass pumping lines; k. Plan indicating selection location of bypass pumping line locations.

3. Automatic Level Control and Pump Control System, reviewed and approved by the Contractor’s Engineer.

4. Emergency Response Plan, reviewed and approved by the Contractor’s Engineer.

5. Overall Site Plan with Pump and Suction Placement, reviewed and approved by the Contractor’s Engineer.

PART 2 - PRODUCTS

2.01 EQUIPMENT:

A. General: The bypass pumps shall be capable of handling raw, unscreened, sanitary sewage containing heavy sludge and fibrous materials without injurious damage during normal operation. Pumps shall be non-clog, and shall be capable of passing a 3" solid.

B. Pump Operating Conditions: The Contractor shall provide hydraulic calculations defining the system’s head requirements and associated pump and motor capacities.

0103-24-1 15200-3 Bypass Pumping Systems C. All pumps used shall be fully automatic self-priming units that do not require the use of foot-valves or vacuum pumps in the priming system. The pumping equipment shall be sound attenuated (66 d.b.a.@20') and be mounted on a skid which has the capacity of containing any and all hazardous fluids utilized within the engine compartment.

D. The Contractor shall provide the necessary stop/start controls for each pump. The stop/start control shall be an integral part of the engine control panel.

E. The Contractor shall include one stand-by pump of each size to be maintained on site. Back-up pumps shall be on-line, isolated from the primary system by a valve.

F. Discharge Piping: All temporary bypass piping shall be pressure rated with a minimum 1.5 safety factor for the proposed system use. HDPE, PVC, flex hose, etc. may be utilized. The Contractor shall specify the type of pipe within their shop drawing submittal and provide all necessary information related to joint restraint, pressure rating, piping supports, etc.

2.02 LIQUID LEVEL CONTROLS: The Contractor shall specify the means of controlling the bypass pumping system and ensuring liquid levels within the influent structure remain below elevations prescribed in the Drawings. Pump controls shall automatically activate and deactivate pumps based on influent flows and measured within the influent channel.

2.03 EMERGENCY RESPONSE PLAN: The Emergency Response Plan shall have the following minimum components:

C 24-hour a day monitoring of the pumping system C A call path or sequence for an emergency C Requirements of on-site tools and parts C Record keeping requirements

The Contractor shall provide an on-site technician(s) capable of maintaining and trouble-shooting the bypass system on a 24-hour basis to maintain an hour-by-hour status of the pump sets and level of the water.

The Contractor and Owner’s Operator(s) shall be linked by cell phone 24-hours a day during the course of bypass operations. Any alarms shall initiate a call to the Contractor. If the first Contractor contact does not confirm receipt of the alarm call, then the next Contractor contact shall be called until the alarm is either confirmed and/or all three (3) contacts (minimum) are called. Owner’s link into the alarm status is only for informational purposes. The Contractor shall be responsible for all bypass alarm conditions, and shall be required to resolve the condition that is causing the alarm to occur.

0103-24-1 15200-4 Bypass Pumping Systems PART 3 - EXECUTION

3.01 INSPECTION AND TESTING:

A. Contractor is responsible for locating any existing utilities in the area the Contractor selects to locate their bypass pipelines. The Contractor shall locate his bypass pipelines to minimize any disturbance to existing utilities and shall obtain approval of the pipeline locations from the Owner. All costs associated with relocating utilities and obtaining all approvals shall be paid by the Contractor.

B. Upon completion of installation, in the presence of the Engineer/Owner, the Contractor shall perform a preliminary test on the system to insure the functioning of all component parts to the satisfaction of the Engineer/Owner. The bypass system shall run without failure or alarms for a minimum period of 24 consecutive hours before any influent channel work can begin.

3.02 OPERATIONS:

A. The Contractor shall furnish all labor, materials and equipment required to correct any deficiencies noted, by repairing or replacing the defective component and retesting, as required, until the equipment meets the satisfaction of the Engineer/Owner.

B. Operating personnel shall be trained in operation and maintenance of the equipment. The Contractor shall provide, from the bypass-pumping subcontractor, a fully trained operator on pump watch 24 hours per day for the duration of the project. The Contractor shall ensure appropriate equipment and materials are available on-site so the bypass system can be maintained despite mechanical failures.

C. The Contractor is to provide all maintenance and operation including power cost, fuel cost, oil, lubricant, labor for services, etc. to maintain bypass pumping operation during the duration of the project.

D. The Contractor shall have designated personnel for on-call maintenance and operation of the bypass pumping facility 24 hours a day, 7 days a week during bypass operations. The bypass pumping subcontracting firm must provide an emergency contact list as well.

E. Following completion and acceptance of the pump station rehabilitation work, the Contractor shall remove all temporary bypass system components and restore to normal operations. Any damaged facilities resulting from the Contractor’s work shall be repaired to pre-construction or better condition.

END OF SECTION

0103-24-1 15200-5 Bypass Pumping Systems