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HomeMy WebLinkAboutAgreement_General_12/9/2021_Hinterland Group0 TECHNICAL SPECIFICATIONS REJECT DISPOSAL MAIN RELOCATION PROJECT (TEMPORARY LOCATION) Prepared For: Village of Tecluesta October 2021 Ki ley))) Horn Project No. 040097026 © Kimley-Horn and Associates, Inc. 1920 Wekiva Way Suite 200 West Palm Beach, FL 33411 561 /845-0853 TEL 561 /863-8175 FAX F"d K SIGNED AGREEMENT AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE) THIS AGREEMENT is by and between Village of Tequesta Hinterland Group, Inc. Owner and Contractor hereby agree as follows: ARTICLE 1— WORK ("Owner") and ("Contractor"). 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: ARTICLE 2 —THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: The installation of approximately 175 LF of 12" HDPE reject disposal main within the FDOT easement on the west side of the US-1 bridge and into the Loxahatchee River. The construction will also include installation of appropriate fittings, couplings, stiffeners, sample ports, accessories and appurtenances for a complete and functioning system. ARTICLE 3 — ENGINEER 3.01 The part of the Project that pertains to the Work has been designed by Kimley-Horn & Associates, Inc. 3.02 The Owner has retained Kimley-Horn & 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 Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Days A. The Work will be substantially completed within 90 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 120 days after the date when the Contract Times commence to run. 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 and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the 00520, Agreement Page 1 of 12 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 $500.00 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 Times (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $1,000.00 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 not additive and will not be imposed concurrently. 4.04 Special Damages A. In addition to the amount provided for liquidated damages, Contractor shall reimburse Owner (1) for any fines or penalties imposed on Owner as a direct result of the Contractor's failure to attain Substantial Completion according to the Contract Times. 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, attached hereto as an exhibit. 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 on or about the 25th day of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract 00520, Agreement Page 2 of 12 a. 90 percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, the retainage will be reduced in accordance with Florida Statute 218.735; and b. 90 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the punch list of items to be completed or corrected prior to final payment. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06. ARTICLE 7 — INTEREST 7.01 All amounts not paid when due shall bear interest at the rate of 1 percent per annum. 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 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. 00520, Agreement Page 3 of 12 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 (pages 1 to 19 , inclusive). 2. Performance bond (pages 1 to 4 , inclusive). 3. Payment bond (pages 1 to 4 , inclusive). 4. General Conditions (pages 1 to 70 , inclusive). 5. Supplementary Conditions (pages 1 to 11 , inclusive). 6. Specifications as listed in the table of contents of the Project Manual. 7. Drawings (not attached but incorporated by reference) consisting of 6 sheets with each sheet bearing the following general title: REJECT DISPOSAL MAIN RELOCATION PROJECT (TEMPORARY RELOCATION) 8. Addenda (numbers 1 to 1 , inclusive). 9. Exhibits to this Agreement (enumerated as follows): a. Contractor's Bid (pages 1 to 166 , inclusive). 10. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Orders. d. Field Orders. B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. 00520, Agreement Page 4 of 12 D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions. 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; 3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 00520, Agreement Page 5 of 12 10.06 Indemnity A. The parties recognize that the Contractor is an independent contractor. The Contractor agrees to assume liability for and indemnify, hold harmless, and defend the Owner, its council members, mayor, officers, employees, agents, and attorneys of, from, and against all liability and expense, including reasonable attorney's fees, in connection with any and all claims, demands, damages, actions, causes of action, and suits in equity of whatever kind or nature, including claims for personal injury, property damage, equitable relief, or loss of use, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor, its agents, officers, Contractors, subcontractors, employees, or anyone else utilized by the Contractor in the performance of this Contract. The Contractor's liability hereunder shall include all attorney's fees and costs incurred by the Owner in the enforcement of this indemnification provision. This includes claims made by the employees of the Contractor against the Owner and the Contractor hereby waives its entitlement, if any, to immunity under Section 440.11, Florida Statutes. The obligations contained in this provision shall survive termination of this Contract and shall not be limited by the amount of any insurance required to be obtained or maintained under this Contract. B. Subject to the limitations set forth in this Section, Contractor shall assume control of the defense of any claim asserted by a third party against the Owner and, in connection with such defense, shall appoint lead counsel, in each case at the Contractor's expense. The Owner shall have the right, at its option, to participate in the defense of any third party claim, without relieving Contractor of any of its obligations hereunder. If the Contractor assumes control of the defense of any third party claim in accordance with this paragraph, the Contractor shall obtain the prior written consent of the Owner before entering into any settlement of such claim. Notwithstanding anything to the contrary in this Section, the Contractor shall not assume or maintain control of the defense of any third party claim, but shall pay the fees of counsel retained by the Owner and all expenses, including experts' fees, if (i) an adverse determination with respect to the third party claim would, in the good faith judgment of the Owner, be detrimental in any material respect to the Owner's reputation; (ii) the third party claim seeks an injunction or equitable relief against the Owner; or (iii) the Contractor has failed or is failing to prosecute or defend vigorously the third party claim. Each party shall cooperate, and cause its agents to cooperate, in the defense or prosecution of any third party claim and shall furnish or cause to be furnished such records and information, and attend such conferences, discovery proceedings, hearings, trials, or appeals, as may be reasonably requested in connection therewith. C. It is the specific intent of the parties hereto that the foregoing indemnification complies with Section 725.06, Florida Statutes, as amended. Contractor expressly agrees that it will not claim, and waives any claim, that this indemnification violates Section 725.06, Florida Statues. Nothing contained in the foregoing indemnification shall be construed as a waiver of any immunity or limitation of liability the Owner may have under the doctrine of sovereign immunity or Section 768.28, Florida Statutes. 10.07 Governing Law and Remedies A. The validity of this Agreement and of any of its terms or provisions, as well as the rights and duties of the parties hereunder, shall be governed by the laws of the State of Florida and venue for any and all disputes related to or arising from this Agreement shall be in Palm Beach County, Florida. B. No remedy herein conferred upon any party is intended to be exclusive of any other remedy, and each and every such remedy shall be cumulative and shall be in addition to every other remedy given hereunder or now or hereafter existing at law or in equity or by statute or 00520, Agreement Page 6 of 12 otherwise. No single or partial exercise by any party of any right, power, or remedy hereunder shall preclude any other or further exercise thereof. 10.08 Office of the Inspector General A. Palm Beach County has established the Office of the Inspector General, which is authorized and empowered to review past, present, and proposed County programs, contracts, transactions, accounts and records. The Inspector General (IG) has the power to subpoena witnesses, administer oaths, require the production of records, and monitor existing projects and programs. The Inspector General may, on a random basis, perform audits on all Owner contracts. 10.09 Public Records Contractor shall comply with Florida's Public Records Act, Chapter 119, Florida Statutes, and, if determined to be acting on behalf of the Owner as provided under section 119.011(2), Florida Statutes, specifically agrees to: (a) Keep and maintain public records required by the Owner to perform the service. Upon request from the Owners's custodian of public records or designee, provide the Owner with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized bylaw for the duration of this Contract and following completion of this Contract if the Contractor does not transfer the records to the Owner. Upon completion of this Contract, transfer, at no cost, to the Owner all public records in possession of the Contractor or keep and maintain public records required by the Owner to perform the service. If the Contractor transfers all public records to the Owner upon completion of the Contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the Contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the Owner, upon request from the Owner's custodian of public records or designee, in a format that is compatible with the information technology systems of the Owner. 00520, Agreement Page 7 of 12 IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS OR DESIGNEE AT 561-768-0443, Imcwilliams@teguesta.org, OR BY MAIL AT VILLAGE OF TEQUESTA, 345 TEQUESTA DRIVE, TEQUESTA, FL 33469. 10.10 Insurance A. The limits of liability for insurance required by Paragraph 6.03 of the General Conditions shall provide coverage for not less that the following amounts or greater where required by Law and Regulations: 1. Workers' Compensation, and related coverages under Paragraphs 6.03.A.1 and A.2 of the General Conditions: a. State Statutory b. Applicable Federal Statutory c. Employer Liability: Bodily injury, each accident $1,000,000 Bodily injury by disease, each employee $500,000 Bodily injury/disease aggregate $1,000,000 d. Foreign voluntary worker compensation Statutory 2. Contractor's Commercial General Liability under Paragraphs 6.03.E and 6.03.0 of the General Conditions: a. General Aggregate $2,000,000 b. Products — Completed Operations Aggregate $2,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence $1,000,000 (Bodily Injury and Property Damage) 3. Automobile Liability under paragraph 6.03.D of the General Conditions: a. Bodily Injury: Each Person $500,000 Each Accident $1,000,000 b. Property Damage: Each Incident $1,000,000 4. Umbrella of Excess Liability under paragraph 6.03.E of the General Conditions: a. Excess or Umbrella Liability 1) General Aggregate $5,000,000 2) Each Occurrence $1,000,000 5. Contractor's Pollution Liability under paragraph 6.03.F of the General Conditions: a. Contractor's Pollution Liability 1) General Aggregate $2,000,000 2) Each Occurrence $1,000,000 00520, Agreement Page 8 of 12 6. Additional Insureds include the respective officers, partners, directors, employees, agents, consultants, and subconsultants of the following firms and municipal government(s): a. Village of Tequesta 10.11 Audit By Owner A. The Contractor shall permit the Owner, or any authorized representatives of the Owner, at all reasonable times, access to and the right to examine all records, books, papers or documents related to the Contractor's performance under this Agreement including, but not limited to, expenses for sub -contractors, agents or assistants, direct and indirect charges for work performed and detailed documentation for all such work performed or to be performed under this Agreement. 10.12 Copies of Data/Documents A. Copies or original documents prepared by the Contractor in relation to work associated with this Agreement shall be provided to the Owner. Data collected, stored, and/or provided shall be in a form acceptable to the Owner and agreed upon by the Owner. 10.13 Ownership A. Each and every report, draft, work product, map, record, and other document reproduced, prepared, or caused to be prepared by the Contractor pursuant to or in connection with this Agreement shall be the exclusive property of the Owner. 10.14 Limitations of Liability A. Under no circumstances shall either party be liable to the other for any consequential, incidental, special, punitive, or any other form of indirect or non -compensatory damages. 10.15 Enforcement Costs A. All parties shall be responsible for their own attorneys' fees, court costs and expenses if any legal action or other proceeding is brought for any dispute, disagreement, or issue of construction or interpretation arising hereunder whether relating to the Agreement's execution, validity, the obligations provided therein, or performance of this Agreement, or because of an alleged breach, default or misrepresentation in connection with any provisions of this Agreement. 10.16 Copyrights and/or Patent Rights A. Contractor warrants that there has been no violation of copyrights and/or patent rights in the manufacturing, producing or selling of the goods, shipped or ordered, as a result of this Agreement and the Contractor agrees to hold the Owner harmless from any and all liability, loss, or expense occasioned by any such violation. 10.17 Protection of Property A. The Contractor shall at all times guard against damage or loss to the property of the Owner or of other vendors or contractors and shall be held responsible for replacing or repairing any such loss or damage. The Owner may withhold payment or make such deductions as deemed necessary to insure reimbursement or replacement for loss or damage to property through negligence of the successful Contractor or its agents. The Contractor shall be responsible to safeguard all of their property such as tools and equipment while on site. The Owner will not be held responsible for any loss of Contractor property due to theft or vandalism. 00520, Agreement Page 9 of 12 10.18 Damage to Persons or Property A. The responsibility for all damage to person or property arising out of or on account of Scope of Work done under this Contract shall rest upon the Contractor. 10.19 Discrimination A. The Contractor warrants and represents that all of its employees are treated equally during employment without regard to race, color, religion, disability, sex, age, national origin, ancestry, political affiliation, marital status, handicap, or sexual orientation. Further, Contractor shall not discriminate or permit discrimination against any employee or an applicant for employment on the basis of race, color, sex, religion, political affiliation, natural origin, ancestry, marital status, sexual orientation or handicap. 10.20 Construction Defects A. PURSUANT TO SECTION 558.005, FLORIDA STATUTES, ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE NOT SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. 10.21 Public Entity Crimes Contractor acknowledges and agrees that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier or sub -contractor under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statues, for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. The Contractor will advise the Owner immediately if it becomes aware of any violation of this statute. 10.22 Scrutinized Companies A. Contractor certifies that it and its subcontractors are not on the Scrutinized Companies that Boycott Israel List and are not engaged in the boycott of Israel. Pursuant to section 287.135, Florida Statutes, the Owner may immediately terminate this Agreement at its sole option if the Contractor or any of its subcontractors are found to have submitted a false certification; or if the Contractor or any of its subcontractors, are placed on the Scrutinized Companies that Boycott Israel List or is engaged in the boycott of Israel during the term of this Agreement. B. If this Agreement is for one million dollars or more, the Contractor certifies that it and its subcontractors are also not on the Scrutinized Companies with Activities in Sudan List, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria as identified in Section 287.135, Florida Statutes. Pursuant to Section 287.135, the Owner may immediately terminate this Agreement at its sole option if the Contractor, or any of its subcontractors are found to have submitted a false certification; or if the Contractor or any of its subcontractors are placed on the Scrutinized Companies with Activities in Sudan List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or are or have been engaged with business operations in Cuba or Syria during the term of this Agreement. C. The Contractor agrees to observe the above requirements for applicable subcontracts entered into for the performance of work under this Agreement. 00520, Agreement Page 10 of 12 D. The Contractor agrees that the certifications in this section shall be effective and relied upon by the Owner for the term of this Agreement, including any and all renewals. E. The Contractor agrees that if it or any of its subcontractors' status changes in regards to any certification herein, the Contractor shall immediately notify the Owner of the same. F. As provided in Subsection 287.135(8), Florida Statutes, if federal law ceases to authorize the above -stated contracting prohibitions then they shall become inoperative. 00520, Agreement Page 11 of 12 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on December 9, 2021 (which is the Effective Date of the Contract). VI LLAG E: CONTRACTOR: By: Title: Mayor Attest: Title: Village Clerk Approved as to Form: Title: Village Attorney Address for giving notices: Village Manager 345 Tequesta Drive Tequesta FL, 33469 By: Title: (Seal) The foregoing instrument was sworn to (or affirmed) and subscribed before this day of 20 by . who is [ ] personally know to me or [ ] who has produced a as identification and who did/did not take an oath. (Seal) Notary Public State of Florida Address for giving notices: 2051 W Blue Heron Boulevard Riviera Beach, FL 33404 CGC15203354, CUC1224634, License No.: EC13003615 (where applicable) 00520, Agreement Page 12 of 12 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on December 9, 2021 (which is the Effective Date of the Contract). VILLAGE: By: Title: Attest: Title: Approt as to Form: Title Mayor Village Attorney Address for giving notices: Village Manager 345 Tequesta Drive Tequesta FL, 33469 CONTRACTOR: Hinterlan oup Inc. By: Cha o e at�e�r�e� Title: o�4,�ject D1cn 14''�., (Seal) A = G T�,• . 2 SEAL. "- ' RIDP• The foregoing',strum*nt•wa5%%sworn to (or affirmed) and subscn&tl136r0're this �_ day 2bzp%�0 21 by who is [personally know to me or [ ) who has produced a W/A as identification and who did/did not take an oath. (Seal) Notary Public Yvu ^A;•• 4,� MONTISHALYNNSOT O State of Florida CamilasbnIHH156104 1* ` Expka July 21, 2025 6'010 B=MThuBudgetWotarySWM Address for giving notices: 2051 W Blue Heron Boulevard Riviera Beach, FL 33404 CGC15203354, CUC1224634, License No.: EC13003615 00520, Agreement Page 12 of 12 (where applicable) Exhibit A PROJECT No. ITB Util 09-21-0-2022/MH Bid NAME: Reject Disposal Main Relocation Project (Temporary Location) HG Job No. 21-0313-00 BID DUE - Wednesday, November 17,2021 @ 2:00 PM SUBMITTED TO: Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 SUBMITTED BY: HINTERLAND GROUPINC. Ito �we 50 Hinterland Group, Inc. 2051 W Blue Heron Blvd Riviera Beach, FL 33404 561=640-3503 Email: info@ h interlandgrou P.com 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. ,ARnC E 1—OWNER AND 1.01 This Bid is submitted to: Village of Tequesta C/O Village Clerk 345 Tequesta Drive Tequesta FL, 33469 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—ATTACHMENTS To THIS BID 2.01 The following documents are submitted with and made a condition of this Bid: A. Required Bid security; B. List of Proposed Subcontractors; C. List of Proposed Suppliers; D. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such authority within the time for acceptance of Bids; E. Contractor's license number as evidence of Bidder's State Contractor's License or a covenant by Bidder to obtain said license within the time for acceptance of Bids; F. Required Bidder Qualification Statement with supporting data; and - G. Florida Trench Safety Act Certification- H. Statement of Disputes, Litigation, Arbitration, And Surety Completion; I. Noncollusion Affidavit; J. Drug -Free workplace Certificate; K. Sworn Statement on Public Entity Crimes; L. Scrutinized Companies Certification Form ARTICLE 3—BASIS of BIB] 3.01 Lump Sum Bids A. Bidder will complete the Work in accordance with the Contract Documents for the following lump sum (stipulated) prices): Section 00410, Bid Form for Construction Contract Page 1 of 5 1. Lump Sum Price Item No. Description Bid Amount GC-1 Bonds and insurance $ -Gr 2 Mobilization / .Dernobiii»tinn .., $ GC-3 Maintenance of Traffic (Channel Control) $ GC-4 Survey and Record Drawings $ RM-1 Reject Main (Landward Side) $ RM-2 Reject Main (Seawall j Water Side) $ RM--3 12-inch Concrete Piles $ RM-4 Restoration $ Contingency Allowance $10,O00 Total Bid Price $ ARTICLE 4—TIME OF COMPLETION 4.01 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, 4.02 Bidder agrees that the Work will be substantially complete within 90 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph 15.05 of the General Conditions within 120 calendar days after the date when the Contract Times commence to run. 4.03 Bidder accepts the provisions of the Agreement as to liquidated damages. ARTICLE 5—BIDDER'S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF ADDENDA 5.01 Bid Acceptance Period A. This Bid will remain subject to acceptance for 120 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of owner. 5.02 instructions to Bidders A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. Section 00410, Bid Form for Construction Contract Page 2 of 5 5.03 Receipt ofAddenda A. Bidder hereby acknowledges receipt of the following Addenda: Addendum Number Addendum Date ARTICLE 6-13IDDER'SREPRESENTATIONS AND CERTIFICATIONS 6.01 B/dder"sRepresentotions A. In submitting this Bid, Bidder represents the following: 1. Bidder has examined and carefully studied the Bidding Documents, including Addenda. 2. Bidder has visited the Site, conducted athorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3. Bidder is familiar with all Laws and Regulations that may affect cost, progress and performance of the Work. 4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and 5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at oradjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings. 6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b)the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and (c) Bidder's (Contractor's) safety precautions and programs. 7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. 8- Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. Secuonoo410 Bid Form for Construction Contract Page 3ofs 9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. 10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of -the work. 11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents. 6.02 Bidder's Certifications A. The Bidder certifies the following; 1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 3. Bidder has not solicited or induced any individual or entity to refrain from bidding. 4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A: a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process. b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive owner of the benefits of free and open competition. c. Collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of owner, a purpose of which is to establish bid prices at artificial, non-competitive levels. d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. Section 00410, Bid Form for Construction Contract Page 4 of 5 BIDDER hereby submits this Bid as set forth above: Bidder: Hinterland Group,, Inc. -ba A .or �rin7e-d'ham"- e of organization) -(t 11`7 idual s signowre) Irw 0 Name: Cwse Rogers (typed or printed) ,ro" Title: Project Director _ _ _�.,_._ (typed or printed) Date: (typed or printed) If Bidder is a corpormti 1 a partnership, or a joint venture,, attach evidence of authority to sign. A 7, Attest: (individual"s signature) Name: DahierDuke-, III (typed or printed) Title: President (typed or printed) Date: TOE I (typed or printed) Address forgiving notices: 2051 W Blue Heron Blvd, Riviera Beach, FL 33404 Bidder's Contact: Name: Chase Rogers (typed or p rin te d) Title: Project Director (typed or printed) Phone: 561-640-3503 Email: info@hinterlandgroup.com Address: 2051 W Blue Heron Blvd. Riviera Beach, FL 33404 Bidder's Contractor License No.: CGC15203354 / CUC1224634 / EC13003615 Section 00410, Bid Form for Construction Contract Page 5 of 5 BID BOND (PENAL SUM FORM) Bidder Surety Name: Hinterland Group inc, Name: Hartford Accident & Indemnity Company Address (principal place of business): Address (principal place of business): 2051 W Blue Heron Blvd. One Hartford Plaza Riviera Beach, FL 33404 Hartford, CT 06155 Owner Bid Name: Village of Tequesta Project (name and location): Address (principal place of business). Reject Disposal Main Temporary Relocation 345 Tequesta Drive Tequesta, FL 33469 Bid Due Date: November 17,2021 Bond Penal SUM:5% of Bid Amount (Five Percent of Bid Amount) Date of Bond: November 11, 2021 Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. Bidder Surety Hinterland Group Inc. Hartford Accident and Indemnity Compapy (Pull form e of 9: (Full for name of Suret (corporate seal) By: D By: Ml '000e-( igpd tfr P 0 nature) (Attaiq Power of Attorney) Name: Chase Rogers... -TJ AlJ Name. Jennie N. Lanman (Ptinted atjy, ..a. Q, D (Printed or typed) Title: Project,4irl c t ar Title: Attorney In Fact Attest: Attest: 42�/ Uignoture (signature) Name: Da iel pulse, ill Name: Ariel Rosario (Printed or typed) (Printed or typed) Title: President Title: Licensed 4.40 Agent Notes: (1) )Vote: Addresses are to be used for giving a n y required notice. (2) Provide execution by a n y a ddi tio n al p a rties, such as joint venturers, if necessary. EJCDCO C-430, Bid Bond (Penal Sum Form). CopyrightO 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 2 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 will be owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder occurs 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 will 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 S 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, S. 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 does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action will 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 will be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder must 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 Postal Service registered or certified mail, return receipt requested, postage pre -paid, and will 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 will 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 governs and the remainder of this Bond that is not in conflict therewith continues in full force and effect. 11. The term "Bid" as used herein includes a Bid, offer, or proposal as applicable. EJCDC° C-430, Bid Bond (Penal Sum Form). Copyright° 201E National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. III rights reserved. Page 2 of 2 Direct InquinweslClaims to: -Im'�R OF AT ORN Y POTHE HARTFORD BOND, T-1z Wvv EOne Hanford Plaza Hartford, Connecticut 06155 bond.clais thehartftr•d call: 388-265-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENT'S THAT: Agency Code: HALCYON UNDERWRITERS A encX Code: 21-224119 Hartford Fire insurance Company, a. corporation duly organized under the laws of'the State of'Connecticut Hartford Casualty Insurance Company, a corporation duly organized under the laws ofthe State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation dLIly organized Linder the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized. under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of Iradi.ana Hartford Insurance Company of the Southeast, a corporation duly organized Linder the laws ofthe State of Florida. having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of $15,000,000 Jennie N. Lanman Of Maitland, FL their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety(les) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �ti„ 7itif#iy!!{ ., 40 r"[74�I ��#ld 7766 Kt � •i'�i;ti'i:�.k�s�+)�" �►RAYEO �..� $ 4- ��• � f £.�$'l�#31',((@. ��i�n.Q4'I► . e¢ �'���� ••• f8l4d5�� Fu'� �atapcnY+�� y'' S Shelby Wiggins, Assistant Secretary STATE OF FLORIDA. ,, Lake diary COUNTY OF 5EMINCln .Joelle L. Laf'ierre, Assistant Vice President On this 20th day of May, 2021, before me personally came Joelle I~, l.aPierre to me known, who being by me duly sworn, did depose and say: that she resides in Seminole County, State of Florida; that she is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that she knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that she signed her name thereto by like authority. ' X-1 N.. y.�. 4. �,�. �.qr♦ fcS$1Ca Ciccone a � My Commission HI -I 122280 r ¢ Expires Jobe 20, 2025 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of November 11, 2021 Signed and sealed in lake Mary, Florida. i'a�fr� � ��„ �r � � y° -;��? �. � �� ywy.�s3°4�, I• `"-u i'LAfriw- f. 'V je w •. r }r �+'i�'¢. 'd>]9 9� �f: rA �� .�,'�''� � �''�� -Wm Keith Dozois, Assistant Vice President SECTION 00431 TABULATION OF SUBCONTRACTORS AND SUPPLIERS The Undersigned states that the following is a full and complete list of the proposed subcontractors and suppliers on this Project and the class of work to be performed by each and that such list will not be added to nor altered wiffiout wn-tten consent to the Owner thfough the Eirigineer. an AND ADDRE S.S, (1) Aqua -Nautik Underwater Work 5225 NW 35th Ave, Fort Lauderdale, FL 33309 (2) Poseidon Dredge, & Marine, hie. 319 Wickline Blvd., Ste. A, Lantana, FL 33462 (3) (4) (5) (6) (7) M WMIMMI), DMILITZ14 ME81 tMOV Commercial Diving Company Pile driving BIDDER: Hinterland Group Inc. By: -d000 Name: Chase Roger -.P 4 Title- P ro. Ie ct...D i recto-r---- Date : 11/17/2021 00431-1 TABULATION OF SU3CONTRACTORS AND SUPPLIERS SECTION 00440 FLORIDA TRENCH SAFETY ACT CERTIFICATION The Bidder acknowledges that included in the various items of the proposal and in the Total Bid pri iceare costs for i-iimnlxiincy xvifli thp. mnort r.iin-pnt uprzion of the Flnridn Trnn,-.h Q%,qfp-tu A-ri i�` � &�� &Mo��-�-- - � ��M � j� 96, Laws of Florida). The Bidder further identifies the costs to be summarized below: Cost/Linear Foot Total Cost 1. Trench Safety Act Compliance $ 1.00 $ 500.00 2, Special Shoring $ 10.00 $ 2,000.00 Identify method of compliance for Item #1: Benching Identify or attach a copy of Special Shoring Requirements for Item #2: Trench Box The undersigned certifies that he/she is the Contractor who will perform the trench excavation for this project and hereby gives written assurance that Contractor will comply with the applicable trench safety standards specifically set forth in Florida's Trench Safety Act (90-96, Laws of Florida). BIDDER: Hinterlan 0 dGrOLIP Inc. 0 By: Name: Chase Rogers Title: Project Director Sworn to and subscribed before me thi day of November —5 2021 - MONTISHA LYNN SOTO J. d COMMMW # HH 156194 Expires July 21, 202 5 ntis -`Lynn Soto Z Notary Public MO 0 F r Boded n" Budget Notary Servfts My Commission Expires: 07/21/2025 00440-1 FLORIDA TRENCH SAFETY ACT CERTIFICATION QUALIFICATIONS STATEMENT THE INFORMATION SUPPLIED IN THIS DOCUMENT WILL BECOME A PUBLIC RECORD OF THE VILLAGE OF TEQUESTA SUBJECT TO INSPECTION AND COPYING,, IT IS THE RESPONSIBILITY OF THE BIDDER TO IDENTIFY ANY EXEMPT OR CONFIDENTIAL INFORMATION AND APPLICABLE STATUTORY CITATION UDDER FLORIDA'S PUBLIC RECORDS LAWS WHEN SUBMITTING ITS BID. THE VILLAGE IS RELYING ON THE.. BIDDER TO PROPERLY IDENTIFY SUCH RECORDS AND APPLICABLE SECTION OF THE FLORIDA STATUTES. BY MARKING A RECORD AS EXEMPT OR CONFIDENTIAL THE BIDDER AGREES TO INDEMNIFY THE VILLAGE FOR ALL COSTS, INCLUDING ATTORNEY"S FEES AND ANY AWARD UDDER. § 119.12 FOR COSTS OF ENFORCEMENT, INCURRED IN LITIGATION DEFENDING A SUCCESSFUL CLAD THAT THE BIDDER ERRONEOUSLY MARI(ED A RECORD EXEMPT OR CONFIDENTIAL IN VIOLATION OF THE PUBLIC RECORDS LAWS. 1. SUBMITTED BY Official dame of Firm: Ad d ress: 2. SUBMITTED TO: 3. SUBMITTED FOR: Owner; Project Name: TYPE OF WORK: Hinterland Group, Inc. 2051 W Blue Heron Blvd. Riviera Beach, FL 33404 Village of Teq uesta Reject Disposal Main Temporary Relocation _Village of Tequesta Reject Disposal Main Temporary Location Pine Relocation 00451, Qualifications Statement Page 1 of 8 4. CONTRACTOR'S CONTACT INFORMATION Contact Person: Chase Rogers Title: Proiect Director Phone: 561-640-3503 Email: info@hinterlandgroup,com 5. AFFILIATED COMPANIES: Name: . N f A Address: 6. TYPE OF ORGANIZATION: F-1 SOLE PROPRIETORSHIP Name of owner: Doing Business As: Date of Organization: PARTNERSHIP Date of Organization: Type of Partnership: Name of General Partner(s): le CORPORATM State of Organization: Date of organization: Executive officers: Florida 06/26/2006 00451, Qualifications Statement Page 2 of 8 - President: Daniel Duke, III -Vice President(s): N/A -7- -A -1 w/ 1 & A - ireasurer: - Secretary: NJA , -.,- [:] LIMITED LIABILITY COMPANY State of Organization: Date of Organization: Members: [] JOINT VENTURE Sate of Organization: Date of Organization: Form of Organization: Joint Venture Managing Partner - Name: - Address: Joint Venture Managing Partner - Name: - Address: 00451, Qualifications Statement Page 3 of 8 Joint Venture Managing Partner Name: -Address: 7. LICENSING Jurisdiction: Florida Type ofLicense: Certified General Contractor License Number: Jurisdiction: Florida Type of License: Certified Underground Utility & Excavation Contractor License Number: CUC1224634 8. CERTIFICATIONS CERTIFIED BY: Disadvantage Business Enterprise: N/A Minority Business Enterprise: Woman Owned Enterprise: Small Business Enterprise: Other 9. BONDING INFORMATION NZA Bonding Company: Hartford Accidand Indemnity Address: One Hartford Plaza Hartford, CT 06155 Bonding Agent: Tim Holicky 00451oummoatmn Statement _ Page 4n,a Address: 200 Colonial Center Pkwy, Suite 500 Lake Mary, FL 32746 Contact Name: Jennie N. Lanman Phone: 772-426-9973 Aggregate Bonding Capacity: 100,000,000.00 Available Bonding Capacity as of date of this submittal: �70.000.000.00.___ 10. FINANCIAL INFORMATION Financial Institution: Seacoast Bank Address: 3305 Northlake Blvd. Palm Beach Gardens, Florida 33403 Account Manager: Ashley Carroll, AVP Banking Center Manager 1I�.._. Phone: 561-622-5700 INCLUDE AS AN ATTACHMENT AN AUDITED BALANCE SHEET FOR EACH OF THE LAST 3 YEARS Please see attached - Personal & Confidential -Not to be shared or read cloud 11. CONSTRUCTION EXPERIENCE: Current Experience: List on Schedule A all uncompleted projects currently under contract (If Joint Venture list each participant's projects separately). **See attached Work in Progress list Previous Experience: List on Schedule B all projects completed within the last 5 Years (If Joint Venture list each participant's projects separately). **See attached Completed Projects List Has firm listed in Section I ever failed to complete a construction contract awarded to it? [:]YES NO If YES, attach as an Attachment details including Project Owner's contact information. 00451, Qualffications Statement Page 5 of 8 Has any Corporate Officer, Partner, Joint Venture participant or Proprietor ever failed to complete a construction contract awarded to them in their name or when acting as a principal of another entity? If YES, attach as an Attachment details including Project Owner's contact information. Are there any judgments, claims, disputes or|itigetonpendingoroutstandinginvokvingthefinn listed in Section I or any of its officers (or any of its partners if a partnership or any of the individual entities if a joint venture)? If YES, attach as an Attachment details including Project Owner's contact information. 12LfAFETY PROGRAM: Name of Contractor's Safety Officer: Joseph Myer Include the following as attachments: Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing orperforming Work having avalue inexcess oflOpercent ofthe total amount ofthe Bid) for thepast5years. **See attached OSHA 300 Logs Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount ofthe Bid) list ofall OSHA Citations & Notifications ofPenalty (monetary orother) received within the last 5years (indicate disposition asapplicable) - IF NONE SO STATE. None Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing orperforming Work having avalue inexcess of 10 percent of the total amount of the Bid) list ofall safety citations orviolations under any state all received within the last S years (indicate disposition as applicable) - IF NONE SO STATE., None Provide the following for the firm listed inSection V(and for each proposed Subcontractor furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) the following (attach additional sheets as necessary): Workers' compensation Experience Modification Rate (EIVIR) for the last Syears: YEAR 2020 EMR 1.45 YEAR 2019 EIVIR 1.03 YEAR 2018 EIVIR .90 YEAR ZOl/ Ex4R '90 YEAR 2016 EMR 1.00 00451,u"mmcauoo Statement Page au'o Total Recordable Frequency Rate (TRFR) for the last 5 years: YEAR 2019 TRFR 2.4 YEAR 2018 TRFR 7.7 YEAR 2017 TRFR 11.4 YEAR 2016 TRFR 5.0 YEAR 2015 TRFR 1.0 Total number of man-hours worked for the last 5 Years: YEAR 2019 TOTAL NUMBER OF MAN-HOURS 337000 YEAR 2018 TOTAL NUMBER OF MAN --HOURS 310000 YEAR 2017 TOTAL NUMBER OF MAN-HOURS 210000 YEAR 2016 TOTAL NUMBER OF MAN-HOURS 200000 YEAR 2015 TOTAL NUMBER OF MAN-HOURS 200000 Provide Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) Days Away From Work, Days of Restricted Work Activity or Job Transfer (DART) incidence rate for the particular industry or type of Work to be performed by Contractor and each of Contractor's proposed Subcontractors and Suppliers) for the last 5 years: YEAR 2019 DART 48 YEAR 2018 DART 43 YEAR 2017 ©ART 27 YEAR 2016 DART 0 YEAR 2015 DART 4 13. EQUIPMENT: MAJOR EQUIPMENT: List on Schedule C all pieces of major equipment available for use on Owner's Project. **See Attached 00451, Qualifications Statement Page 7 of 8 I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED HEREWITH, INCLUDING ANY ATTACHMENTS, is TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. Hinterland Growoof'nc. C'nase Rogers, Project Director NOTARY ATTEST: SUBSCRIBED AND SWORN TO BEFORE ME THIS I'l DAY OF Minbel(, 20 2 NOTARY PUBLIC - STATE OF FLORIDA MY COM M ISSION EXPI RES:- 07/21/202-.0 REQUIRED ATTACHMENTS 1. Schedule A(Current Exoehence). Z. Schedule 8(Previous Exoehence). S. Schedule [ (Major Equipment). 4. Audited balance sheet for each of the last 3 years for firm named in Section 1. 5. Evidence of authority for individuals listed in Section 7 to bind organization to an agreement. 6. Resumes of officers and key individuals (including Safety Officer) offirm named inSection l. 7. Required safety program submittals listed inSection 13. O. Additional items aspertinent. no*51'Qualifications Statement _ pagouwro 0AF4r HINTERLAND GROUP INC COMPANY REFERENCES 1. Project Name: System 5@A&ForcemainReplacement Project Owner: City ofDelray Beach Owner's Contact Name: Natasha Tucker Owner's Contact Position: Purchasing Agent Owner's Address: 1OONVVFirst Avenue, Delray Beach, FL33444 Phone Number: 56l-Z43-7l7B E-mail: Contract Amount: $2,472,440.00 Contract Dates: AugustZOl9 Project Description: Construction of wastewater force mains, wastewater |Mt stations and reclaimed water mains. I. Project Name: [OOlWater Main Improvements Zones Z'5,&4 Project Owner: Palm Beach County VVUD Owner"sContact Name: Joseph Tanacred> Owner's Contact Position: P.E. Owner's Address, 81OOForest Hill Blvd.'West Palm Beach, FL3S4l3 Phone Number: . 81'493'6000 E-mail: Contract Amount: $1,264,998.80 Contract Dates: August ZOl9 Project Description: The construction scope of services as described herein; which includes approximately5,5OO LFofnew C-900and DIP water main in varying sizes from 4^ to lZ^ with values, associated appurtenances and site restoration. 3. Project Name: Indian River Drive Water Main and Force Main Project Owner: Martin County Owner's Contact Name: Phil Keathley Owner's Contact Position: Utilities Chief Project Manager Owner's Address: 24O2SEMonterey Road, Stuart, FLS4BBG Phone Number: 772-2Z3'7977 E-mail: Contract Amount: S1,OOGO71.00 Contract Dates: April ZO2l Project Description., Installation of water mains and force main in the Indian River Dr. area of Jensen Beach' F|. (8~ PVC VV&4 —4'894 LF) G" FM —354 LF, 16" HDPE water main casing Hinterland Group, Inc. 2051vv. Blue Heron B|vd.' Riviera Beach' FL 33404 Ph: 561-640'3503 ) Fax:s6z'G4O'35O4 Page 2 of 2 4. Project Name: Cooper City Lift Station #ZI Project Owner: City ofCooper City Owner's Contact Name: Steve Blanchard OVV neI D[ontact�o��on.praJF_stI�m__ AWboI Owner's Address: 9O9OSW 5OmPlace, Cooper City, FL333Z8 Phone Number: 954-434-5519 E-mail: sblanchard2coopercityfl.org Contract Amount: S5G7'ZlS.9O Contract Dates: April 2O]7—February ZOl8 Project Description: Force main and water main installation. Installation of new lQ' of force main and 200 1 of water main across the road. 5. Project Name: Annual Contract for Miscellaneous Utility repairs for Water, Sewer and Storm Project Owner: City of West Palm Beech Owner's Contact Name: Daniel Roberge Owner's Contact Position: Project Manager Owner's Address: 4Ol[/ematisStreet, West Palm Beach, FL334Ol Phone Number: 561'494'lO53 E-mail: Contract Amount;$l,OOOOOO.00per year i4nnuaU Contract Dates: August ZOl7 Project Description: Annual contract for miscellaneous utility repairs for Water, Sewer and storm v ! Lli 0 0 LU u 0 LU 4 LU w tra a� LU J M LU u LI) L 0 Ln u Ln 41 fl3 L!i L.. �F- (D Q QJ 4-J M O f-J u c 0 u L C_ 7w C 7- a} C 7- cis C 7- a i C >- ai C N C 4i C > ai C LU 0 C 0 C 0 0 0 0 0 to a; ca a. a-ar - m 0L 0_ ai m CL a a� a a a) cos s3 a a Q a ai n- a. E E cv E E 2 E E w E E (u E E w E E w E E w as m o �, m 0 Qj m o ) m o au m o a m o a m o as C] z u z u z u F-- z u z u z u z u h•- C 0 L tl.f u C 0 4! N c� UJ d3 QJ f ""� C C C C C C C cn 0 0 iri 0 in 0 Ln 0 in 0 Ln 0 QJ .. 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N d" N d' . rN m N ro N M N m cal nr7 N rhl' :.r q m N M. N. m N M N N N. N N. N rN " N r-! N r-i : N H N rA N. H N c-4 N H N r-i N r-i N (Z) N 0 N - b N © N Q -4 8 N; .. C7 N IV 1�r !f mw E "9"% 4 H V 'ti M E Tx 518-965-4680 JoeMyer77@gnia11,c0M Mailing: 2 6 SE ocean Blvd. 9 274, Stuart, i~iodda 34996 Physical 4550 SE Boatyard Drive, Slip E-411 Stuart, Florida 34997 A highly talented e�' tied Safety and. Health Offitoial with experience in monitoring and coordinating an orgmization's safety program, includin.: saBety inspcotions, aoeidont investigations, work zone air monitoring and conducting HA and sitewspocin o safely traa"nin.gs and now hire orientations. Keon observation acid enforcement of rules, regulations and governing policies-. 2018 ­1 PRESENT FIELD SAFETY SUPERVISOR., FERREIRA CONSTRUCTION & POWER Performed new -'hire safely orientations, forldift, F Dori~ Flagger certifications and respirator training and fit testing. Daily management of site -safety procedures and site control. Documentation of construction safety in daily audit reports, site -specific training, equipment inspections, writing JSXs and crane lilt plans. Maintaining employee certif'ication,/training files, data log download of air moniftorhig equipment and routine auditing of'safety systems. ]urine safety inspections of barges, cranes and vessels. Subcontractor oversight. Compliance of client/company policies. NoWtorhig and permitting of confined .space entries and hot work permits, Work zone air monitoring with PID's, Multi -Gas Meters and lust meters, Excavation and trenching inspections, 2016-2018 CORPORATE SITE SAFETY OFFICERt LANCE REM EDIATION INC. Performed daily management of'site safety procedures and site control. Documentation of cmistruction safety in weekly safety report, site -specific training, equipment Inspections, JSA!s, crane Ziff plans, maintaining employee certification/training files, data log download of air monitoring equipment and routine auditing of safety systems,, Marine nav igatioxaal operations and safety inspections of barges, cranes and vessels. Subcontractor oversight, Compliance of client/company policies., Monitoring and permitting of confined space entries and hot work permits. Work zone air monitoring with Pffs, Multi -Gas Meters and Dust meters. Excavation and. trenching Inspections. 014 — 2016 SAFETY SPECIALIST, SELBY & SMITH/GLOBAL FO U N DAR I E Enforced corporate and project- specific safety and health programs as well as federal, state and t sate$ Developed and Implemented an ongoing prcaJect- specific safety program to meet site requirements, Identify known potential exposures and recommend corrective action. Worked closely with field supervision to plan more complex safety aspects of the project construction, Developed project- specific safety training for job site personnel and delivered weeldy safety presentations on varying toples (depending on assessed signihcaace) to a large, diverse audience. Conducted compliance evaluations of equipment, structures, and work in progress. Engaged employees to act proactively, to mitigate future hazards they may encounter. Performed field safety assessments to evaluate training needs,, 2013 — 014 NCCER CONSTRUCTIONTRADE INSTRUCTOR, GLENMONT JOB CORD Utilized evidence -based teaching and learning strategies for instruction. Provided explicit instruction, guided practice, skill reiteration. Teaching I Ohr OSHA Construction Safety and NCCER Core Curriculum. Independently and collaboratively created lesson plans and related assessments, selected and developed instructional materials that aligned with technical career and academic success standards. Compose/write descriptive reports and use appropriate techniques to implement Programmatic activitlesK 2012 --01 CREW LEAD, SOLAR CITY Proficient in installing all types of grid -tied inverters and able to work with various ground and roof mount racking systems. Understanding of the National Electrical Codes that relate to pv installations. Implementation of roofing anchor safety systems and ensuring co-worlters are trained and tied off properly. Instruction and guidance to crew on electrical safety and use of arch Hash gear and Maintaining approach boundaries. Im 2001-2012 NVAC TECHNICIAN, D.A. BE NNETT/KO LHTEMP/TIENI(EN PLUMBING & HEATING Plumbing: installation of sinks, toilets, showers, boilers, water heaters. Famillarity with peg, copper piping, bast and pvc. join pipes or tubing to equipment and to fuel, water, or refrigerant a source, to form complete circuit. Duct Work: Fabrication of plenums, returns and trunk line, Use of ductulator calculator for proper cfm sizing for systems. Heating; Installation of natural gas, propane, fuel oil; furnaces, boilers and Geo Thermal heat pumps Cooling: Installation of central air units, ductless splits; including running line sets and adding refrigerant. Use of gauges and thermometers to check proper sub cooling fir, super heat settings. Electrical: Wiring, including high and low voltage, use of relays, disconnects and thermostats. Test electrical circuits and components for continuity, using electrical test equipment. Layout and connect electrical wiring between controls and equipment according to wiring diagrams. 200 - 2005 DEPUTY SHERIFF, GREENS COUNTY Patrolled county roads and enforce NYS Traffic & Venal Laws. Investigated accident scengsi Responded to 911 calls. Investigated and apprehended offenders. Served warrants and civil papers. Worked jointly with other law enforcement agencies (US Secret; Service, US Marshals, State Police and local police). Transported prisoners to and from court proceedings. Documented statements and filed paperwork, Testified In court proceedings. 1996-2000 BOAS` COXSWAIN/FEDERAL BOARDING OFFICER, U.S. COAST GUARD Federal Law Enforcement /Supervisor & Training Officer. ' Federal Fisheries Vnforcement. Enforcement of federal waritime laws. Performed beating safety inspections. Conducted joint operations with U.S. Customs, NYPD and DEC boarding vessels in NY Harbor, Setup and maintained security zones during presidential operations, worldug with-U.S. Secret Service. Boat Coxswain Certified/Search and Rescue Boat Captain. Training in towing, de -watering, firefighting, engine casualty control, first aid, and CPR, 3 EDucATzoN/TiWxznrc/cERT zFicaTaONs/LacENsEs OSHA TRAINING INSTITUTE KEENS, STATE COLLE rE, Manchester, NH CSHO-Certitred Safety & Health Official OSHA 500 Construction Trainer, OSHA 510 Construction Standards, OSHA 511 General Industry Standards, OSHA 2264 Permit 11tequ.ired Conflned Space Entry,,OSHA 2,,41-5 Respiratory Protection, OSHA 3095 Electrical Standards, OSHA 2055 Cranes In Construction., OSHA 3115 Fall Arrest Systems, OSHA 5015 ExcaVatzng, Trenehing & Sell Mechanics, OSHA 521 Guide to Industrial Hygiene, OSHA 7500 Safety & Health Management, OSHA 7845 Recordkeeping, OSHA 7505 Intro to Accident Investigation, OSHA 502 Update for Construction Trainers, 006 CE RTIFICATE1,1 EPA UNIVERSAL TECHNICIAN NUGENT ASSOCIATES,: III#; 062406022777 2002 SPECIALIZED TRAINING: LAW ENFORCEMENT Zone " Regional Lair Enforcement Training Centex, Troy, NY 6 Months Specialized 'training in Accident Reconstructlon, Crash Management, Investigations, Narcotic and .Alcohol identification, NYS penal Lam', NYS Traffic Law, NYS Criminal Procedure Later, Firearms Training, Defensive Tactics, Building Searches, and Domestic Violence Incidents. Highest Academic AehieVement -.done 5 Lair Enforcement Center Certificate ofRecognition- NYS Police Chiefs for DWI Enforcement 2000 A+ CERTIFICATION., COMPUTER TECHNOLOGY IXON INSTITUTE, Latham, NY Computer Hardware and PC Operat,ing Systems. Advanced Topics DOS 6.22 and bard Disk Management. SPECIALIZED TRAINING: MARITIME LAW ENFORCEMENT U.S. COAST GUARD, Cape May, NJ Boot Camp, Firearms, Leadership, Federal Lave Enforcement, Defensive Tactics, Narcotics Identification, Federal Fisheries, Navigation and Boat Handling. Meritorious Unit Commendation -Operation Frontier Shield 2-Letters of Commendation Sailor of the Quarter 1995 HIGH SCHOOLDIPLOMA: COMPUTERS/ACTT./GENERAL STUDIES COXSACKIE/ATHENS HIGH SCHOOL, Coxsackie, NY 4 4 sLS CG CU .0 ME LL at�c0 C tj ... �- C ca, Q Q � m � � y iE � 0 �-�i 1:�.. CD Cn � 7.C:0 g Ewa.s; -��, M 4? aEtoa Ri 5 EQ CI r cc) N ' a _ w m C «• w G fi 0 C'itti V ` g C 7, 4 ! 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Lu 0 z 0 LQ 12- V4 w SECTION 00453 NONCOLLUSION AFFIDAVIT The undersigned affirms that: a. He/she is duly authorized to execute the contract attached as part of these bid documents, b. This company, corporation, firm, partnership or individual has not prepared this bid in collusion with any other bidder or the Village of Tequesta, c. Ine contents ol' this "Did as to prices, terms or conattions of said via nave not oeen comi-nunicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid, d. He/she is fully informed respecting the preparation and contents of the attached bid and of all pertinent circumstances respecting such bid; e. Such bid is genuine and is not a collusive or sham bid; f. The price or prices quoted in the attached bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Contractor: Hinterland Group Inc. Address:. 2051 W Blue Heron Blvd., Riviera Beach, FL 33404 Phone: 561-640-3503 Fax Number: 561-640-3504 Bidder (Print Name): Chase Rogers Position with Company: Project Director 0 R'q C-1 CHag6-Rogers�,,'Proje'ct Director [Bidder Signature] r ai hc r 1 -7 lol [date] THE STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me by means of [ x, ysical presence or [ ] online notarization this L day of November 2021 , by Chase Rogers ,who is [..]personally known to me or [ ]who has produced a as identification and who did/did not take an oath. (SEAL) Ay PU '0 MOWINKA LYNN SOTO Cowdssion # HH 16194 N0ta 1c Expires My 21, 2025e Atate o lorida 01F FV00weTuL"oMwm 00453-1 NONCOLLUSION AFFIDAVIT SECTION 00454 DRUG -FREE WORKPLACE CERTIFICATE 11) the undersigned, in accordance with Florida Statute 287.087, hereby certify that Hinterland Group Inc. (Print or Type Name of Firm) 0 Publishes a written statement notifying that the unlawful manufacture, distribution, dispensing, Is I possession, or use of a controlled substance is prohibited in the workplace lace named above, and specifying actions that will be taken against violations of such prohibition. • Infon-ns employees about the dangers of drug abuse in the workplace; the firm's policy of maintaining a drug -free working environment and available drug counseling, rehabilitation, and employee assistance programs; and the penalties that may be imposed upon employees for drug - use violations. • Gives each employee engaged in providing commodities or contractual services that are under bid or proposal a copy of the statement specified above. • Notifies the employees that as a condition of working on the commodities or contractual services under bid or proposal, the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 1893 or any controlled substance law of the State of Florida or the United States for a violation occurring in the workplace, no later than 5 days after such conviction, and requires employees to sign copies of such written statement to acknowledge their receipt. Imposes a sanction on or requires the satisfactory participation in a drug -abuse assistance or rehabilitation program, if such is available in the employee"s community, by any employee who is so convicted. Makes a good faith effort to continue to maintain a drug -free workplace through the implementation of the drug -free workplace program. "As a person authorized to sign this statement, I certify that the business, firm, or corporation named above complies fully with the requirements set forthhe rein." ein." A-r uth zed igpture 0 -has ogers, roj ec Director CV 13ate igned State of: Florida rz %1414% County of: Palm Beach Sworn to and subscribed before me this q day of N0JrMb_tZ,2021 Personally known 6� Produced Identification of Notary (Specify Type of Identification) MONTISHA LYNN SOTO CmmMW # HH 156194 Expkes My 21, 2025 .A ;,-tOF FTe Bonded Nu BAEA NOWY SWIM My Commission Exp_ir�es 07/21/2025 00454-1 DRUG -FREE WORKPLACE CERTTICATE SECTION 00455 SWORN STATEMENT UNDER SECTION 287-133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUES, 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 Village of Tequesta [print name of the public entity] By Chase Rogers, Project Director [print individual's name and title] For Hitnerland Group Inc. [print name of entity submitting sworn statement] whose business address is 2051 W Blue Heron Blvd., Riviera Beach, FL 33404 and (if applicable) its Federal Employer Identification Number (FEIN) is. 20-5156844 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. 1 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 of 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 of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. 1 understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding or 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 contenders. 4. 1 understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime: or b. 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 00455-1 PUBLIC ENTITY CRIMES among persons when not for fair market value Linder 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 vent -Lire 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. 1 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. 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 officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity, has 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 the 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. 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 the 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 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 I (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 CONT`:'.` NIED IN THIS FORM. t 0�z 0 IT AL6. C Ro r6rs Project Director 9 [signature] Aft rss [date] 00455-2 PUBLIC ENTITY CRIMES THE STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me by means of [�sical presence or [ ] online notarization this of November 1 2021 1 by Chase Rogers ,who is [Ne-rsonaally known to me or who has produced a as identification and who did/did not take an oath. (SEAL) N .g,-i PU$� f MONTISHA LYNN SOTO CofnMis" # HH 15094 Expires j* 21,2026 1P Buoet WtNotary Public. ilk,.vm.aw Bonded TW W SMICOIS r .60F F State of Florida 00455-3 PUBLIC ENTITY CRIMES SECTION 00456 SCRUTINIZED COMPANIES CERTIFICATION FORM By execution below, 11 Chase Rogers 9 on behalf of Hinterland Group Inc. (hereinafter, the "Contractor"), hereby swear or affirm to the following certifications: The following certifications apply to all procurements: 1. The Contractor has reviewed section 215.4725, Florida Statutes, section 215.473, Florida Statutes and section 287.135, Florida Statutes, and understands the same. 2. The Contractor is not on the Scrutinized Companies that Boycott Israel List nor is the Contractor engaged in a boycott of Israel. 3. If awarded a contract, the Contractor agrees to require these certifications for applicable subcontracts entered into for the performance of work/services under this procurement. 4. If awarded a contract, the Contractor agrees that the certifications in this section shall be effective and relied upon by the City for the entire term of the contract, including any and all renewals. If the contract awarded hereunder is for one million dollars or more, the following additional certifications apply: 1. The Contractor is not on the Scrutinized Companies with Activities in Sudan List. 2. The Contractor is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List. 3. The Contractor is not engaged in business operations in Cuba or Syria. 5. If awarded a contract, the Contractor agrees to require these certifications for applicable subcontracts entered into for the performance of work/services under this procurement. 6. If awarded a contract, the Contractor agrees that the certifications in this section shall be effective and relied upon by the City for the entire term of the contract, including any and all renewals. The Village may terminate this Agreement at the Village's option if the Contractor is found to have submitted a false certification, been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria. CONTRACTO R,,.: Hinterland Group Inc. AN\ C By : ?,p 0 RX, CP Name: Cease Rogers S E Title: Proj ect Director o Date: N STATE OF FLORIDA COUNTY OF PALM BEACH 00456-1 SCRUTINIZED COMPANIES The foregoincrt:� instrument was sworn to (or affin-i-ned) and subscribed before this q day of November 2021 by Chase Rogers who is the Prolect Director of Hinterland Group Inc. who is personally known to me or who has produced as identification. NOTARY PUBLIC Fjai y ive MONTISHA LYNN SOTO 0 A PrintTed Nal—l-le o'LNotary Montisna Ly-rul 3oto % CommissW # HH 156194 Exfta My 21, 2025 My Commission expires: 07/21/2025 Bonded Vn "et NotarySOni= OF FVP 00456-2 SCRUTINIZED COMPANIES Locations: Palm Beach — Cocoa — Stuart COMPANY QUALIFICATION & CERTIFICATION PACKAGE WWW.HINTERLANDGROUP.COM CORPORATE OFFICE: 2051 W Blue Heron Blvd, Riviera Beach, FL 33404 561-640-3403 PH 561-640-3504 FX INFO@HINTERLANDGROUP.COM i COMPANY QUALIFICATION & CERTIFICATION PACKAGE COVER PAGE Corporate Resume --------------------------------- Page 3 Minutes of Special Meeting --------------------------- Page Department of State Letter of Incorporation - - - - - - - - - - - - - - - Page 5 Sunbiz Information ---------------------------------- Page 6 Insurance Information ------------------------------- Page 8 Bondability Letter ----------------------------------- Page 9 State Licenses ------------------------------------- Page10 Business Tax Receipt -------------------------------- Page 13 FDOT Certificate of Qualification ------------------------ Page 25 Reference Letters ----------------------------------- Page 27 Pre -Qualified Vendor -------------------------------- Page 32 Owned Equipment ---------------------------------- Page 34 Prior Experience ------------------------------------ Page 42 CIPP Roster --------------------------------------- Page 57 Installed Liner Quantities ----------------------------- Page 58 CIPP Prior Experience -------------------------------- Page 60 2 cAFC:7-)* HINTERLAND GROUP INC. CORPORATE RESUME DANIEL A. DUKE, III President 2051 W. Blue Heron Blvd. Riviera Beach, FL 33404 www.hinteriandgroup.com 561-640-3503 Daniel began his career working on land development projects with his father, and came to realize his passion for the underground industry. In 2006 Daniel III and His father, Daniel Jr, decided to dive into the underground industry full bore and started Hinterland Group out of a small office space in Cocoa, FL. Daniel and his father served as the field crew through the first few years as Hinterland Group developed. Through Hard work and dedication to the best final product possible and customer satisfaction the company has grown exponentially over the years. Daniel has worked on projects of every nature related to the underground industry over the years, including all facets of water, waste water and storm water. Daniel remains a key role player at Hinterland Group and stays involved with all the daily operations. His oversight with all the projects ensures that the final product and customer that HG was built on continue to carry on through every project the company completes. DANIEL A. DUKE, JR. Operations Daniel has Twenty -Seven years of direct experience including various wastewater lift station installations, gravity and force main sewer installations. He provides direct daily supervision of superintendents and skilled labor, management of project schedules, asset management and logistics for entire company personnel and equipment fleet. CHARLES BREIG Electrical Contractor Charles has over 40 years of commercial electrical experience through out the state of Florida. He currently holds a Florida Electrical Contractors License (EC13003615). Charles joined the HGI team in June 2006. JAY B. BREIG Project Manager/Operations Jay began working in the waste water industry in 2004 for a clarifier rehabilitation company, and then a full service underground utility company in 2006. He then joined the HG team in early 2008, and since then has been a huge contributing factor to the growth of HG as a company. Jay brought a wealth knowledge of the water and waste water industry to the company and allowed HG to broaden its capabilities as an underground contractor. Jay served as a lead foreman for many years on all of the company's largest and most difficult projects ranging from lift station installs to master pumping stations and neighborhood revitalization projects before moving into a management position. Jay now oversees the construction operations for HG by scheduling all crews, coordinating project startups with project managers, arranging equipment deliveries, communicating daily with crew foreman and superintendents and making sure that all jobs are completed properly, on time and under budget. PAGE 1 cAFC:7-)* HINTERLAND GROUP INC. CORPORATE RESUME (CONY.) CHASE R. ROGERS, E.I. Estimating Manager, Engineer 2051 W. Blue Heron Blvd. Riviera Beach, FL 33404 www.hinteriandgroup.com 561-640-3503 Chase has been with the HG team since 2008, in its very early stages. Prior to working at HG Chase had spent several years in the construction industry working for both residential contractors and an industrial electrical contractor. Chase began his career at HG halfway through his collegiate career as a field staff member working on lift station rehabilitation. Since then he has played many roles in the company both in the field and eventually into the office. Chase obtained his Bachelor's degree in civil engineering from the University of Central Florida, before making the transition into the office and has since become a key staff member for HG. He covered the role of Estimator and Project Manager for many years as HG expanded its scope of services and coverage area. As the need for more management grew Chase has fallen into a managerial role for the company, overseeing the estimating and contract procurement departments and helping to coordinate scheduling and crews with the project management team. Chase has worked on all facets of the underground industry over the years from Stormwater and drainage projects, to large pipeline projects, water and waste water treatment plants, and every type of lift station project imaginable. MIKE CARTER Electrical Project Manager Mike has over 28 years in all aspects of the electrical industry including; commercial, residential, service, maintenance, generator installation and servicing and Industrial including water and waster water treatment plants. Mike is a Master Electrician and a Journeymen. His is responsible for overseeing all electrical projects, the estimating of electrical projects, and assisting project managers. Mike joined the HGI team in 2018. BRETT KONCHAK CIPP Project Manager Brett has over 5 years in direct development of multiple land use projects in Florida, including various gravity and force main CI PP sanitary and storm sewer installations. He provides direct daily supervision of CI PP project scheduling, superintendents and skilled labor. Brett joined the HGI team in February 2015. PAGE 2 W. Hron Blvd. 051 ue DANIEL A. DUKE III 2Riviera Bleache FL 33404 ddukel@hinterlandgroup.com President/Founder 561-640-3503 PERSONAL PROFILE Daniel began his career working on land development projects with his father, and came to realize his passion for the underground industry. In 2006 Daniel III and His father, Daniel Jr, decided to dive into the underground industry full bore and started Hinterland Group out of a small office space in Cocoa, FL. Daniel and his father served as the field crew through the first few years as Hinterland Group developed. Through Hard work and dedication to the best final product possible and customer satisfaction the company has grown exponentially over the years. Daniel has worked on projects of every nature related to the underground industry over the years, including all facets of water, waste water and storm water. Daniel remains a key role player at Hinterland Group and stays involved with all the daily operations. His oversight with all the projects ensures that the final product and customer that HG was built on continue to carry on through every project the company completes. QUALIFICATIONS Florida General Contractor's License (CGC1520354) Florida Certified Building Contractor's License (CBC1255077) Certified Underground and Excavation Contractor License (CUC1224634) PROJECT RELATED BACKGROUND ORANGE COUNTY EWRF IN PLANT PUMP STATION REPLACEMENT Project Owner: Orange County Project Location: Orlando, FL Project Value: $17323,642.00 Role: Project Manager The Process 395 North In -Plant Pump Station Replacement. Furnishing and installation of a new triplex pumps station with three (3) 47 HP Flygt or ABS submersible pumps. Installation of a new 12 feet diameter wet well structure. Furnishing and Installation of the above ground flanged piping manifold with appurtenances. Installation of a new sanitary sewer manhole and 65 linear feet of 16" DIP force main and 48 linear feet of 24" PVC SDR 2.6 gravity sewer. The conversion of the existing pump station wet well into gravity sewer manhole. Demolition of existing valve vault and existing force main. NORTH PALM BEACH EARMAN RIVER TRANSFER PUMP STATION Project Owner: Village of North Palm Beach Project Value: $346,680.00 Project Location: North Palm Beach, FL Role: Project Manager Installation of a water detection switch in the main mops pump station to confirm that there is water in the wet well. PALM BEACH COUNTY GATOR BLVD WATERMAIN EXTENSION Project Owner: Palm Beach County Project Value: $792,003.00 Project Location: Belle Glade, FL Role: Project Manager Installation of approximately 4,000 Linear Feet of 12" water main on Gator Blvd from E Sugarhouse Road to Duda Road in Belle Glade and included fire hydrants, appurtenances, fittings and all necessary connections to provide a complete and functional water system. OMO) 4* Hinterland Group, Inc. I www.hinteriandgroup.com HINTERLAND GROUP INC. 2051 W. Blue Heron Blvd. CHASE R. ROGERS, E.I. Riviera Beach, FL 33404 crogers@hinterlandgroup.com Estimating Manager/Project Director 561-640-3503 PERSONAL PROFILE: Chase has been with the HG team since 2008, in its very early stages. Prior to working at HG Chase had spent several years in the construction industry working for both residential contractors and an industrial electrical contractor. Chase began his career at HG halfway through his collegiate career as a field staff member working on lift station rehabilitation. Since then he has played many roles in the company both in the field and eventually into the office. Chase obtained his Bachelor's degree in civil engineering from the University of Central Florida, before making the transition into the office and has since become a key staff member for HG. He covered the role of Estimator and Project Manager for many years as HG expanded its scope of services and coverage area. As the need for more management grew Chase has fallen into a managerial role for the company, overseeing the estimating and contract procurement departments and helping to coordinate scheduling and crews with the project management team. Chase has worked on all facets of the underground industry over the years from Stormwater and drainage projects, to large pipeline projects, water and waste water treatment plants, and every type of lift station project imaginable. QUALIFICATIONS: • Bachelor's Degree in Civil Engineering from University of Central Florida • Engineering Intern, E.I. • Member of ASCE • OSHA Confined Space Training • Intermediate MOT certification PROJECT RELATED BACKGROUND STRUCTURAL REPAIR OF THE FLOW EQUALIZATION BASIN AT ECR Project Owner: City of West Palm Beach Project Value: $528, 587.00 Project Location: West Palm Beach, FL Role: On Site Foreman Complete rehabilitation of the flow equalization basin at the City of West Palm Beach East Central Regional Water Reclamation Facility. Dewatering and cleaning/removal of all silt and sediment from the EQ basin, leak stopping throughout, repairs to damaged and spalling concrete and replacement of piping for the EQ basin floor pumps. PUMP REPLACEMENT FOR THE RAW WATER BOOSTER PUMP STATION Project Owner: Collier County Project Value: $653,400.00 Project Location: Naples, FL Role: Project Manager Removal and Replacement of four 300HP split case pumps and their associated VFD drives. All 18" and 24" piping and valves were replaced to accommodate the new pumps. CUDJOE INNER ISLANDS - MASTER PUMPING STATIONS Project Owner: Florida Keys Aqueduct Authority Project Value: $2,313,374.00 Project Location: Cudjoe Key, FL Role: Project Manager Removal and Replacement of four 300HP split case pumps and their associated VFD drives. All 18" and 24" piping and valves were replaced to accommodate the new pumps. OAF-CT)4* Hinterland Group, Inc. I www.hinteriandgroup.com HINTERLAND GROUP INC. JAY B. BREIG 2051 W. Blue Heron Blvd. Riviera Beach, FL 33404 jbreig@hinterlandgroup.com Construction Operations Manager 561-640-3503 PERSONAL PROFILE Jay began working in the waste water industry in 2004 for a clarifier rehabilitation company, and then a full service underground utility company in 2006. He then joined the HG team in early 2008, and since then has been a huge contributing factor to the growth of HG as a company. Jay brought a wealth knowledge of the water and waste water industry to the company and allowed HG to broaden its capabilities as an underground contractor. Jay served as a lead foreman for many years on all of the company's largest and most difficult projects ranging from lift station installs to master pumping stations and neighborhood revitalization projects before moving into a management position. Jay now oversees the construction operations for HG by scheduling all crews, coordinating project startups with project managers, arranging equipment deliveries, communicating daily with crew foreman and superintendents and making sure that all jobs are completed properly, on time and under budget. QUALIFICATIONS • OSHA Confined Space Training • Advanced MOT Certification • Crane and Rigging Certification PROJECT RELATED BACKGROUND CITY OF WESTON INDIAN TRACE LIFT STATION REHABILITATION Project Owner: The City of Weston Project Value: $689,531.00 Project Location: The City of Weston, FL Role: Project Manager This project consisted of the refurbishing, repair, and, replacement of concrete, and metal lift station components along with site related improvements for over 30 Lift Stations in the City of Weston, Florida. PALM BEACH COUNTY WATER UTILITIES DISTRICT ZONE 1 WATERMAIN IMPROVEMENTS Project Owner: Palm Beach County WUD Project Value: $1,121,551.20 Project Location: Belle Glades, FL Role: Project Manager Improvement and replacement of approximately 2,500 LF of WM and relocation of services from the rear to front of homes. CLIFF CREEK STORMWATER QUALITY RETROFIT Project Owner: City of Melbourne Project Value: $715,290.00 Project Location: City of Melbourne, FL Role: Project Manager The largest baffle box East of the Mississippi for the City of Melbourne, FI. As part of the "Cleaning Our Lagoon Program." The project included installing a 24' x 30' x 12' deep baffle box structure, 7" x 5" box culvert, corresponding endwalls and canal revetment. 04FIG) 4* Hinterland Group, Inc. I www.hinterlandgroup.com HINTERLAND GROUP INC. MINUTES OF SPECIAL MEETING OF HINTERLAND GROUP INC. Minutes of Special Meting of Hinterland Group Inc. held at 266—/ Lv. .81.m6;--Al�zevv ,D'c✓'v • �t�E�.f �c�,��; FL.�3�/d�/ on this Zfcday of f{i,�ksi 11 ZCl9 The President called the meeting to consider the following business: The authorization of Chase Rogers and Danny Duke, Jr., to sign any and all documentation with regard to the Company. On motion duly made and carried, the meeting proceeded to approve the authorization. Chase Rogers and Danny Duke, Jr., have the authority to sign all documents as There being no further business, the meeting was adjourned. Dated &?--G/9 Daniel [Nuke II1-4Pr�dent Hinterland Group Inc. STATE OF 101 Aa ted above. COUNTY OF F411M B-Cpitj, The foregoing instrument was acknowledged before me this � f � � °� , by Notary Public Printed Name: My Commission Expires: Y pV'�i� E M i LY MEN G State of Florida -Notary Public Commission # GG 240228 MY Commission Expires July 19, 2022 Hinterland Group Inc. Corporate Office 2051 W Blue Heron Blvd. Riviera Beach, FL 334049 Ph 561-640-3503 • Fax 561-640-3504 4 1* State of Florida Department of State I certify from the records of this office that HINTERLAND GROUP INC. is a corporation organized under the laws of the State of Florida, filed on June 26, 2006. The document number of this corporation is P06000086423. I further certify that said corporation has paid all fees due this office through December 31, 2020, that its most recent annual report/uniform business report was filed on March 2, 2020, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Third day of March, 2020 .GC.r Secretary ofState Tracking Number: 4322292258CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 3/3/2020 Detail by Entity Name DIVISION OF CORPORATIONS �1� �I � j 1�¢ P v of vpl' I ��J" 6 ii� .�f'• -� we I Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation HINTERLAND GROUP INC. Filing Information Document Number P06000086423 FEI/EIN Number 20-5156844 Date Filed 06/26/2006 State FL Status ACTIVE Principal Address 2051 WEST BLUE HERON BOULEVARD RIVIERA BEACH, FL 33404 Changed: 04/30/2018 Mailing Address 2051 WEST BLUE HERON BOULEVARD RIVIERA BEACH, FL 33404 Changed: 04/30/2018 Registered Agent Name & Address Wynne, Ryan J, Esq. 1015 W Indiantown Road Suite 101-A Jupiter, FL 33458 Name Changed: 02/13/2019 Address Changed: 02/13/2019 Officer/Director Detail Name & Address Title PSTD DUKE, DANIEL A, III 992 W. 15TH STREET RIVIERA BEACH, FL 33404 Annual Reports 6 search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaiI?inquirytype=EntityName&directionType=Initial&searchNameOrder=HINTERLANDG... 1/2 3/3/2020 Detail by Entity Name Report Year Filed Date 2019 02/01 /2019 2019 02/13/2019 2020 03/02/2020 Document Images 03/02/2020 -- ANNUAL REPORT View image in PDF format 02/13/2019 -- AMENDED ANNUAL REPORT View image in PDF format 02/01/2019 -- ANNUAL REPORT View image in PDF format 04/30/2018 -- Reg. Agent Change View image in PDF forma 01/16/2018 -- ANNUAL REPORT View image in PDF format 04/12/2017 -- ANNUAL REPORT View image in PDF format 01/28/2016 -- ANNUAL REPORT View image in PDF format 11/20/2015 -- Reg. Agent Change View image in PDF format 01/23/2015 -- ANNUAL REPORT View image in PDF format 01/10/2014 -- ANNUAL REPORT View image in PDF format 04/11/2013 -- ANNUAL REPORT View image in PDF format 04/09/2013 -- Reg. Agent Change View image in PDF format 04/19/2012 -- ANNUAL REPORT View image in PDF format 02/17/2011 --ANNUAL REPORT 02/15/2010 -- ANNUAL REPORT 04/16/2009 -- ANNUAL REPORT 01/20/2008 -- ANNUAL REPORT 01 /09/2007 -- ANNUAL REPORT 06/26/2006 -- Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaiI?inquirytype=EntityName&directionType=Initial&searchNameOrder=HINTERLANDG... 2/2 8/24/2020 E-Verify: Employer Wizard - Company Information EI-Vermify Welcome Brenda Barrivaldi Company Information . .. .. .......... ... Company Name Hinterland Group, Inc. Company ID Number 1579646 Doing Business As (DBA) Name DUNS Number Physical Location Address 1 2051 W Blue Heron Blvd Address 2 City Riviera Beach State FL Zip Code 33404 County PALM BEACH Mailing Address Address 1 a i Address 2 F-- City '4 7 State Zip Code = MENU https://e-verify.uscis.gov/web/EmployerWizard.aspx 1/3 8/24/2020 E-Verify: Employer Wizard - Company Information Additional Information Employer Identification Number 205156844 Total Number of Employees 100 to 499 Parent Organization Administrator Organization Designation Employer Category None of these categories apply IView / Edit I NAICS Code 237 -HEAVY AND CIVIL ENGINEERING CONSTRUCTION I View / Edit I Total Hiring Sites 1 View / Edit Total Points of Contact 2 View / Edit View Original MOU Template vfiew MO U I SECtr I rT Q A U SA -'Nls T Y, Last Login: 08/24/2020 08:24 AM U.S. Department of Homeland Security https://e-verify.uscis.gov/web/EmployerWizard.aspx 2/3 l CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01 /29/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER South Shore Insurance Inc. 955 SE Central Parkway Stuart FL 34994 CONTACT NAME: PHONE .Ext). 772 426-9973 FAX No): (772872-5870 EMAIL ADDRESSO INSURERS AFFORDING COVERAGE NAIC # INSURER A: Zurich American Insurance Company 16535 INSURED Hinterland Group Inc. 2051 West Blue Heron Blvd Riviera Beach, FL 33404 INSURER B : Travelers Property Casualty Company of Amer 25674 INSURER C : American Guarantee & Liability Insurance Co. 26247 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR OF INSURANCE ADDLSUBRTYPE INSD WVD POLICY NUMBER EFF MM/ D//YYYY POLICYPOLICY EXP MM/ DYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY n OCCUR EACH OCCURRENCE $ 1,000,000 DAMACLAIMS-MADE PREMGETO RENTED n $ 300,000 X MED EXP (Any oneperson) $ 5,000 XCU Coverage Included x x GLO 4956332-01 01/31/2021 01/31/2022 X Primary/Non Contributory PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: [GENERAL AGGREGATE $ 2,000,000 POLICY FX jE n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,0009000 X BODILY INJURY (Per person) $ A ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS X X BAP 4956334-01 01/31/2021 01/31/2022 X PROPERTY DAMAGE (Per accident) $ NON -OWNED HIRED AUTOS X AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 B EXCESS LIAB CLAIMS -MADE ZUP81 N2525921 01131 /2021 01/31/2022 DED RETENTION $ 1 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EX ECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N / A x WC 4956333-01 01/31/2021 01/31/2022 PER OTH- X STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 Installation Floater $290009000 A Inland Marine CPP667426001 01/31/2021 01/31/2022 Rented/Leased Equi $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Should any of the above policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. Certificate Holder is as an additional insured on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage. A Waiver of Subrogation is provided on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage. Coverage is primary/noncontributory when required by written contract agreement. CERTIFICATE HOLDER CANCELLATION FOR BIDDING PURPOSES ONLY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r <J N L> �~. ! I L .a © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 'HE -H.-/-VRTFORD Orlando Regional Bond Department L- September 2, 2021 RE: Hinterland Group, Inc. To Whom It May Concern: The Hartford, through its operating entities, will favorably consider surety bonds to Hinterland Group, Inc. for projects up to $20,000,000 single and $100,000,000 aggregate. Our experience with Hinterland Group, Inc. has been excellent, and we higWy reconu-nend them to you. Hartford's decision to issue any bond is conditioned upon acceptable review of contract teri-nsl contract amount, bond forms, and financing for each project as well as other pertinent undei-wfiting information at the time of the request. Please understand that any arrangement for any bonds is a matter between Hinterland Group, Inc. and Hartford Accident and Indeim-iity Company and we assume no liability to third pal -ties or you if, f , for any reason, we do not issue requested bonds. Hartford Accident and Indenu-ifty Company is licensed and qualified to operate in the State of Florida and listed with the U.S. Department of Treasury Federal Register with an underwfiting limitation of $21%3 10,000, and has an A-N4 Best Rating of A+. This letter will expire one hundred and eighty (180) days from the above date. Very Truly Yours, Timothy M. Hone The Hartford P.O. Box 958461 Lake Niary, FL 32795 Toil Free 00 824 1732 Facsimile 877 536 9102 0 .� 0 a:c) z 7D O Q+' V o Q) D w L7 W 0C cn +� Q w w a� , DC m 00� ,. m Z o 7777 z a _ cN 0 a� Q z w N 04 a c U�o M a) Z a o u ,, a W — > c� •- s W w Z J M N J LL. 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V) �r � Q O.oZ U **0" w— CV) M W 1 Z�o O •- U sa� 4-, M1 M J _ O +, oC Z 1,- p� J V c� L� O Cn � M I � � � 0 cn � a LU � ! � a� QVe I:k < 2 LL � �� O 1 PLLI • • V O LL = 1 0 Z L u O � O V _ O LLI a O ��J�� >, FM IFC LU LU T-q j, I ca 1a) W = . _ � LLI cn LU O 4� a I� "n O FMZ _ Z .� DC N O LLI - O u 0 `� O 0 — _ •- _ V J CO JZ11,y a °' 0 J >< > LL a a0 W u v — Fm v OV) Zuw J � � > W W LU r O J t� W LU H = O cz UO a •� o a :E o LLI oc Q I I I,I Ia1IIF del I , 1 �1 II'1 I i.l II II 1V ❑ �■ ■ ANNE, M. GANNON CONSTITUTIONAL TAX COLLECTOR SLerving Palm Beach County Serving you. TYPE OF BUSINESS 23-0153 BUILDING CONTRACTOR P.O. Box 3353, West Palm Beach, FL 33402-3353 "LOCATED AT** Www.pbctax.com Tel: (561) 355-2264 2051 W BLUE HERON BLVD RIVIERA BEACH, FL 33404 OWNER CERTIFICATION # RECEIPT #1DATE PAID AIVIT PAID BILL ft DUKE DANIEL AI' OS III CBC1255077 B20,531621 - 07/14/20 1 $99-00 1 B40171103 This document is valid only when receipted by the Tax Collector's Office. HINTERLAND GROUP INC HINTERLAND GROUP INC 2051 W BLUE HERON BLVD RIVIERA BEACH FL 33404-5003 rl ANNEM. GANNON 4. CONSTITUTIONAL TAX COLLECTOR Serving Palm Beach County Serving you. TYPE OF BUSINESS 23-0051 GENERAL CONTRACTOR STATE OF FLORIDA PALM BEACH COUNTY 202012021 LOCAL BUSINESS TAX RECEIPT LBTR Number: 2018108321 EXPIRES: SEPTEMBER 30,2021 This receipt grants the privilege of engaging in or managing any business profession or occupatlon within its jurlsdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public, P.O. Box 3353, West Palm Beach, FL 33402-3353 **LOCATED AT** www.pbctax.com Tel. (561) 355-2264 2051 W BLUE HERON LLD RIVIERA BEACH, FL 33404 OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID BILL # DUKE DANIEL AMOS III CGC1520354 B20.53i569-07/14120 1 $99.00 1 B40156237 This document is valid only when receipted by the Tax Collector's Office. HINTERLAND GROUP INC HINTERLAND GROUP INC I 2051 W BLUE HERON BLVD RIVIERA BEACH FL 33404-5003 ANNF, M. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Palm Beach County Serving you. TYPE OF BUS[NESS. 23-0097 UNDERGROUND UTILITY & EXCAVATION STATE OF FLORIDA PALM BEACH COUNTY 2020/2021 LOCAL BUSINESS TAX RECEIPT LBTR Number: 2015082364 EXPIRES: SEPTEMBER 30,2021 This receipt grants the privIlege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. P.O. Box 3353, West Palm Beach, FL 33402-3353 **LOCATED AT** www,pbctax.corn Tel: (561) 355-2264 2051 W BLUE HERON BLVD RIME BEACH, FL 33404 OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID BILL ft DUKE DANIEL AMOS III CUC1224634 B20,531393 - 071l4/20 1 $27.50 1 B40140406 This document is valid only when receipted by the Tax Collector's Office. HINTERLAND GROUP M CD ca HINTERLAND GROUP INC 2051 W BLUE HERON BLVD RIVIERA BEACH FL 33404-5003 IIIII�IIIIii�llillllll�illl�Ll���I1li�ill����II"��I`III.�I�I��I� STATE OF FLORIDA PALM BEACH COUNTY 2020/2021 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201139576 EXPIRES: SEPTEMBER 30,2021 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. =I'I -- F RIVIERA BEACH 600 W BLUE HERON BLVD R.IIRA BEACH FL - BUS I NE TAX QZ E I P'TL=__- _ September f 2021 2051 Blue Heron BlvdJ =� .0-:-__+�- HINTERLAND GROUP INCy' _ ffdo r * 1� - _ Z. 1 7ADMINISTRATION OFC GENERAL CONTRCTOR - TRANS P T T I OAT S T1 B TRUCKS—­. H-El 1 T RLAND GROUP INC _ 1 TH ST RIVIER BEACH FL _ = _ = _ _ = =_ = �T '�" B= _ �� E � I UO =T ` PACE F NEB CITY OF RIVIERA BEACH BLUE HERON BLVD RI V I ERA B EAQH- F� _ =A-.04 75 RUSINg- 205d 1 Blume Heron Blvd TnT _ -- _ =_ -- = I -_ HINTERLAND GROUP INC- xY I� .1. _- BUS INE 1 I TISTRATI N OFC GENERAL CONTRCTOR TRANS P T T I T_ T1 B T -HINTERLAND INCGROUP I _ = = ITH ST A3 _ =,L -___ --. -- _ — _ _ _ —_ — — —_ — --_ MU T = E -TAD 1T� I J LT L RIVIERA BE -- - - - _ T YOUR PLACE OF BUSINESS� CITY OF RIVIERA BEACH - = a600 W BLUE HERON B LV A. RI TIER BE W-FI1 _ = R_U � ATE - E Ar 2051 Blue Heron -Blvd W__ = _-- -- offuzed:: H I TER LAND U- -SN _ = = - V do r: '12988.1 BUSINESS/ADMINISTRATION OFC HINTERLAND GROUP INC 9 '1 TI ST RI IERA BEACH.--- L - A--. - -_ 1 GENERAL CONTRCTOR TRANS PORTATIQNJADI�B_ TRL7QKS= - =� -= - --MMRST BE -POSTED CONSPICUOUSLY AT YOUR PLACE OF BUSINESS ERA BEAi,;'��� 0 g-LUE HERON BL � i� � IIIIIIII RIVIERA BEACH FL 33404 BUSINESS TAX RECEIPT $ v[�t Year„ c � 12 19 to30 2020 992 W 15th St Issued HINTERLAND GROUP INC Vendor: 10944.1 JINN D GROUIM _0 BLUE HERONWBLAU—�: BEACH FL 33404 IN 8611-BUSINESS OFFICE � � OF VEHICLES..,,. III ���j�II I I � I... i' MUST BE POSTED CONSPICUOUSLY AT YOUR PLACE OF BUSINESS (?F �L�LIERA BEACH I ram. `W= M�U—ERZZHEN l� 1 ���:n TM HRFL 33 BUSINESS TAX RECEIPT'�I �eCH� Permit Year October Ol, 2019 to September 30, 2020 FIiNT�AMGROUP INC Vendor: 10944-1 8611-BUSINESS OFFICE 9412-NUMBER OF VEHICLES _FIINgT� D GROUP IL�C HERM BM I III P �� AI1nBEACH FV-0 4W- pow,III � STED CONSL��SME& YOUR PLACE OF COSINESS CITY OF RIVIERA BEACH 600 W BLUE HERON BLVD �p�vi�itq AIV--SERA�1&CH FL 33404 i BLT�2N�9-I 3%iX RECEIi�j g�„' Permit cam' Year �to�r 03, 2019 to Se •����e b' r 30, 2020 992 W 15tY---S-t �i]�EERLAND�MUP INC uli l� III III ,,III Ill itl. HINTERLAND GROUP INC 2051 W BLUE HERON BLVD RI3Z-IE-&A BEACH FL 33404 I s.sued : ale4�O r : 10 9 4-4, 1. 5 S O F F I Cam_ -- - - -- NUMBER OF V E H I-CL=E S - MUST i�B,F{� POSTED CONSPICUSJUS�Y ME IERA BEAU 0 0--W BLUE HERON BLVT RIVIERA BEACH FL 33404 CERTIFICATE OF USE t Year C - _-- � �� �i,l ����,��� i � I 19 to S@ P=' t 6 mi� b--- 9=3 7 020 992 W 15th St Issued: HINTERLAND GROUP INC Vendor: RE NMgRLAND GROUJL �0 �r W BLUE HERO RIVIERA BEACH FL 33404 10944.1 MUST BE POSTED CONSPICUOUSLY AT YOUR PLACE OF BUSINESS �lxw-L MR ERA BEI,H Il���i"� �I �iir�jl� BL WEE BFIL U.E- -AHERON aE=A C H F L 33 II�(1111311111�111 CERTIFICATE OF USE CH Permit Year October 01, 2019 to September 30, 2020 19 -W ZI =.Me d: W WM-�- th ES f-7 E 1111 ITINTERLAND GROUP INC Vendor: 10944 N D GROUR z M 115W -713L U E H E R ON -Z DE C- -SIB BEACH Flj-MMVa---4W II Ia'; I BE C, IS T E D C 0 N M= TUIMU- I =Yz- AT YOUR PLACE OF BUSINESS .............. ------------------- ����I��II��I�������I��6�dtllll��' i�ll�l���ud'I�I........ ............ . ... .. ............ _ - 9 92 Ws —hAES-i LDui II u - �aLaivD�=-ROUP INC'lji II�II��'I ull� l'��I ��I��i�'j HINTERLAND GROUP INC 2051 W BLUE HERON BLVD K ---,iAIV -RA- BEACH FL 3a�k0- A db-r: 10 9 44-=. 1 A STED 9LACE CONS PUUJS=Y OFEBURUNRESM- FDOT� Florida Department of Transportation RON DESANTIS 605 Suwannee Street KEVIN J. THIBAULT, P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY June 8, 2021 HINTERLAND GROUP, INC 2051 WEST BLUE HERON BOULEVARD RIVIERA BEACH, FLORIDA 33404 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2022. However, the new application is due 4/30/2022. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.fl.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVED WORK CLASSES: DRAINAGE, ELECTRICAL WORK, Water & Wastewater, Manhole Rehabilitation, Lift Stations, Pipe Lining & Pipe Desilting. You may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing your most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. 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0 3 E to C ai do on L 6 L Ln ,C = CL o +� E cn a(n c0 O a o to 3 a ut a 4-Ln (a a a t z L C LD u Ln ° a ° a O s L ut U ° O C C E bA a C a= aJ C S i••' co u C C a L (a a p 0 o C CL > L C C +� O }_ V > _ O a - L Ln C N 4- O C E L C O C C a L L Co O L +, C ut L > a t p E U a i O +' C)_ +-' C L H ° fa p uo 4- C Ln C - Ln C C O J Q + (a (a - O a ° '+' E (a_J •c0 n � - (a O_ a ca L(i , L j C a a E +- E B do 0 a m Z O C ¢ � 3 do C ai C = C ° V o w a O N = o +, — �j to N- _ do a Q M C +' C ut C i 0 X o 4- a LJ a O U - U a� +, n a X a bll L a E L a 3 o v 0 3 +J O ca Q a L to LJ a a- Q Vi u - o Ln +J J a L - ca a O Q C E L E E fl a O LLn L- C Z Ln - a o 0 a to ° E V a N° o= L 3 p O 0n O_ (a + C L Lin Vl a u a C M (a O C 4, a U } Ln Q- +•' _ Ln a •v1 > a L c0 3 ^ a s >) C (6 L .1 O (a U a ut ma r LMn E O a ut N U Ln Ln (6 N U +,I Cr a O �•"~_ J O U C C >- >- +-' _ a 06 a O v ° +J (n +, +-' (n ut a X L •O_ 3 a a Cl a O a >� L O o a +•I N co U- (n C ru a .a _ a L Cl ° a O a 4- u O ut a L E �^ O a +' �, co +� +' '} a° 3 O +' +•' U 0n u a C L L - ca u C C2 a a Ln a E L C L o Cl O L E �, a `~ a W Cul CL N o¢ I u a U `� a > O C +- +, � a > +, (6 U O C OL a L C C L O a to C L a+ a L o C C p (a a 7 n O p m 3 L 0 4- C n3 Ln a O L +, 4�3 m a u L i ti O ° ° a U C E a 0 L > Ln (6 O O } m O a Q Cl +� LD a L 4- •L a L C fl a C 3 ° (a C u a Cl vl `1 L j C C O O C O C am C� a to +' L a `� p O E _ +� o o Q [2 a E w E a tL0 qj p c0 >j 3 ca vi a a0 N _ L C > a +� to L p a 0 +•' C C O E >- p +� +� a V a +•' U co 4- O C O 4- L O C C O a +' S � O C O +� O L a > C L X N O O tro Q +' O L C31 a O L 0\p +•' to C L E C > O_ C a O c6 -CS ut (o a n ai O > a +� ca CD-�_ ut C c0 +J o C = VL a C +, O C 2 3 a u � '- a a C a ro ut -p vi -p ° •� C O (a +J - (a +J - (a L O > v a p O } ° C CL a 0 +� N bA a p O V) m > a O a a L u +' +� LV +� 0A - O 7 ++ 4- ut +J ca L o C p u +� c0 +� - LV +•' +� L _ -_ O co +J _ -_ a E a (o - ca L ca v c H +� O n C a t +� Ln v, ca 7 [> L CL' - am - > J to > m +� a ut on L�iL C C a CL _ ca a n +J > L E t O ao a- co nn E a Q O (Zi t (a t L ° o E ca N +� CL c: ca V1 E o 4- C L co 7 S L L,n an ao a ma ma (a t E >�� a ° ca ° ili t (O VI �/ t 3 L (a t L a p '� �_ V V C L 0 C a a L L a a VI ° O C 3 + +' V, a p N n C VI O V •iz s L L +� SZ 4 a u (n a vi J a a C a co L o L V) a V on . 3 C C = ca ca a Z Ll L O o co u u ° ¢ a oc a o° 3 a a (a p C L CO u (a a+ rn L '7A o m a s C (n 3 (o � u a � 4- H W M Ln (A O v 00 r� � o +a ru +J to � p ca a 0 z C O 4� J c ° a O_ co _ am a CJl 4� LC 4� U 3 a o V o Ln co d O a C> O O O - L C L +J i Om - O 0 0 a a Q o?S +° L 3 E °o (U o a E u c c0 s(U 3 E } +� (a a s ° a C C ca C ° —_ a (n ° ° In a oo t L E � L O .° co CL Li E N a a 'n In V, Y J +' Ile u E cs a t +•I V co LD o ° a C a ° a �* rn n5 (n J O (a M U ^ > >, E L Q L L N ��y O W N m �y W O c6 O (6 6 C C o 4' a C to nn a c ca ° 4 J v 4 o z C L L a ra a O rl C C7 L o +a, +' m a OC D v, ° z c V, o C 4' O_ m +Q) Q° (o o cc C Y o L +' C a rn ° C ° a as L a fC +� ° a ° o ru 4 J > ai ° � U a ° ° (a ca 3 - ai a o (a o +•I (a ca - N C o ca + v, E v7 u o (a of V a Ln + (a ° v7 a 0 N ai C 4� N ma° Ln C N N N CL v7 v7 C O a CL' a• F J c6 c c + ° (] L J N CJ_ ° E (/ j - +J `� J ` � 00 (a � 4• � J ca > a > CL' (6 � +•I J 4 • a J CL' L +J am a (A W CL' ++ J t a CL, CL' CL S+ 41 a I� 0-1 J ca 7 V N ra G a, 4. 00 Q L r) rl � Lr) +� rri U rNi i lw Y) i L ro U r�i +J 00 U rmi taA Lr) r�-I > Lr) rl N ri Q i > 00 i i 00 rl 00 i > 00 > 00 rl C 0) rl C C W L/Qj ) ra O ❑ a a a a ❑ O a ❑ a ca ca 2 Ln o z ra ra ra :E ra 2i a r4j6 0 ++ L.ro am+ N 00 ' rl > z Lr) rl tw a c) N rl >' Lr) rl L M M rl C ca rV rl +' U O 00 rl C co M r-I C 7 rl L a M > 0 z Lr) rl a W N �""� L O 00 rl co > 0 z n U au ❑ n rl + O n rl +J U O n rl U a ❑ n �""� > O z 00 rl Q a L/7 ++ O 3 O E Q 41 u L +� O U C 'i O 0 O O 00 rl C M N in• 0 O O 0) N ai Ol o O L6 m O 00 m N N Lr) r'i 0i r- Lfl o p O 00 0) o0 N V/ 0 O O O O o Ln N In 0 O o0 r- Lf) is ri in• 0 O Lr) 00 r- r� � rmi N in o O O N M 00 ri tT c I i/} p p p Lr) m ri ri 00 N N m 00 0 M in o O O 0) L0 O Ln Ln -Ln O O r6 lzt m rn m cI 0 O r4 Lr) r- o0 00 � r-I i/} 0 O N ri ri to ri rl 0 O O M r- Lr 0 N rl V-J- 0 O N O ri Lo 00 Ln in• 0 O O Lr) rn ri M M N in• o O O ri r- ri 0) M in• Lr) 0) O N lzt N 00 M •tn o Ln 00 00 N O ri N -Ln 0 O 4 r- Ln O m rl In 0 Lr) N M m o i rD M 41n 0 O O Lf) M 0i L N -Ln M O n 4J `� J J J L.L +J a J W +J +J 4• +J +J +J +J 4• a +J on a 4J � 0 C C � cn m o W o W c°o ` a } O � m a � M a � m a � M a � m a � M a � m a � m a +; 76 ri E — QJ M L w 0 0' �7 V) 3� a 00 v v V1 L 7 J ro W O O O O i ❑ u 't3 rl > rl > rl > -a rl > -a rl > -p rl > rl > rl > - Ln a 0 ro > � a a J L~n W lfl W ! ON o ra O mlzt 0 V; L c 3 0o c 3 L 0o � o o �, L ra m m M m m m m rn rn m m M m m M m M m m m m m m rn ai W M M ai ri C w m M❑ M ,� ~ w ri 0 a N c M J C n C M �. +_ O L ° t a C Ln O J ra a C V) O J ra W i +; U a-+ L a 7 ro - J = W 4' t VI - J = W 4' t VI - J = W a'•' s ut - J = W +' t VI - J = W +' t In - J = W +' t In - J = W +' t IA - J = W +' t IA 0 > a rn M U J W a 1 ra J M VI M Ul - J = W 4. Vt ai >� a zt m m a ❑ J 0C o a ro M O J W N W m a •y ro J W W a [a ro J W W a f6 (n i >0 > 0 Y O oN > 0 Y O oN O i +J a 0 z U L ra a U L ra U L ra a U L ra a U L ra O U L ra O U L ra O U L ra >' J W O U ra MO a LL L a U L ra C J N W V' N +a, C cn to a t o Ma a '� m W C 4�i l0 L j a) O +' n rn O} r- W \ N ai o LO L m 7 Ln ,� O M O L°l m O E L°l m O E L°l m O E L°l m O E L°l m O E L°l m O E L°l m O E L°l m O E Q V Ln m m O rl E CL Vf U °°° L0 'L L� m O - LyJ Z O u ra L.LJ w H 00 O Z 'y Ln Ln O tw c dA N p a 7 i rV > 7 i Ln N A C3 G Ln Z N N M N In M oN 0_ m Ji N L m M 00 0_ 00 0_ 0 00 _ 00 0_ 00 0_ W 0_ W 0_ 00 0_ rl m m 0_ N Ln W 0_ r-i m M O§ M ri a ON n N N E U o U L O U L E L O i O L O L O L O L O L U L +' U ua _ }' E U (0 ra _ a (A a VI a V O U U a Io C 7 ra 0 ra ra ra ra ra ra 0 aj +a, m `� ?� �_ C > > W E ° > > S U tA U U U U U EO °0 LnL 0.a 3 } •- O O S f6 _ iJ V _ iJ U _ i1 U _ i1 U _ i1 U _ s i1 U E o u i a a � 1 s E V O > a ro E ;- o U s ra ra O + O 4- (6 U (O cc 7 L L a ❑ VI Y V El VI V EI a 1 C L ro a E El ro EI ro EI ra +' El ro EI ro +' EI co O 0 41 = Lv 3 ro U O E o V1 O (0 s O 4, +J U 0 ra C o E L a O L a o C a > 0 0 a > 0 0 ++ Q u O ,O C 3 O d Ln 0 0 rl M � Ln Ol M N .... Ln O 0 rl M � Ln O) M N Ln O O rl M � Ln 01 M N O O W ci W W N r- r, ....Ln�..� O O r- L1 r- � ' `� r, r, M r, ri Ol O 01 Ln O O lfl M 0) rl LO Ln O O O lfl rr) Ol rl W Ln .... ri 0 0 LD rM 0) r-1 W Ln �... N 0 0 W M M r-1 W Ln �..r 0 0 W M O) rl 4.0 Ln (.D 0 0 (.0 M 0) r-1 1.0 Ln �... O O O w M 0) rl w Ln �..� M N ri W Cr a) rl t.0 Ln .... Ln N 0) M l0 M N r- �... 0 lzt lzt Ln O0 M 00 rl L0 Ln 0 rl 0 �t Ln W 0) rl LO Ln �... 0 0 O w M 0) ' rl w Lf) 00 -1 �t �t O 00 Ln 0) .... rl rl rl Lfl Ln W O N ' ON 0 61 �... 0 Ln ri O 0) 0 N 0 0) .... 0) 00 0 N ro M 0) r-1 N M 0 0) M r r, ri l0 rl N M V O a Ln c a a L a L a L a L a L a L 0 : E _ O O O a o o a N C a ra ra ra ra ca ra _� m a ra ° Ln 4� ra a > a > ca ra v •� } U 0 V 0 ci +� N a = 'a_ H t Q a H t a a H a a H a a H a a H a a N C ca O L C- ra a M O 0 2 c Lail O V co G O a1 O aJ co U c a to U C a R c c C C ❑ O 0C O 0C a Y a) O > ❑ Ln O Ln 0 Ln 0 VI O Ln O Ln 0 ❑ _ - o o f f1 f1 U c G O �, 2 a L W E E ra E ra O O Q ro a cu D a +J L s 4. U 4� Ln ❑ ❑ N ❑ >D s ca a 0) Le a i a 4�4� 4� 4� 4� 4� 4� 4�m ra L a a m ° Li > a c c c c c c c c a T L L a O L L a O L L a O +J D a C O V 0 V o U O U O U 0 U 0 U 0 V a N E E — ro O U a � L L N +-� C 0 C L C a C o 4- 7 +- c 7 a > t o 4 a ra >� o} l7 Z a mro >= o 4 : a a L a a s U I'll ro � O U t U ra m s U ca a m s U ca a m t U ca a m U ca a m t U ca a m t U ca a m t U ca a co +� (n 0 0_ s U ra a m a a ❑ C U VI ° 0 U .O U � VI o ._ o U L 0 U L (� 0> L +' o +� -O >- L 0 +- -0 >� L o 4- a L s X ro N E ra E ra E ca E ra E ra E ca E ra E ra 0 > +' C 3 a On E ra 0 > +' 4- 0 > o E co E 0 o o ca a ra a W D W W 0 W 0 J Z 0_ 0_ O_ d d O_ O_ 0_ V O > O_ V U +; In } m u Ln L m L m Ln a X lw 0 6 aai a E L LU °0 am vi L O o m0 N rLa a +- a .E a 'x c 3 .L a N> a lw > a a o� E a o 0 > >, a 3 Z) M u 4- U C tin c C a> v m C vi > a Ln a Ln o 0 0 o a +- v +-' +�_, C tin c C t o o +' L^ 0 U ru °' a a +� ra a C a ra p O � O M a v C hL1tLo C C ,} ca a Vi H CO Q L >> ail +� O 0 E° CO J E LO E> >. a a E c ro 'a CU U > E 0 o tw ut n On C C .a C ra +-� raLr C ca ro L ut •� .� O L o O ra tw > U C o L~u E 4- ai C:L ra a a +' a a L Ln C J o 4 J a >O 4- Q ra } W 'O a o a a C L co E -_ f° ' a ,U C>- C° a c O ra > ° O C 0_ 0_ a VI a E Lm�c a n L a E> C E J a U V) 3 - a 0 a a Q° C a a O a = V ra t oC: E a $ a a ra a U t o > a a c mo a U +J 0 E v E a V) ro -0 0 E U U E 7 L L 4- a 4� a v a Vi - ra 4✓ Z n ra a ut vi O N a C u L +, V O C ro 0 mc a L 0 W +� mo a ro a C a ° an > ra p N a •Q 4J aC 4- >' tw C tw C O VI +J cliVI —_ �' a ut L a C Ln ut a L N V O •E b!] (o _ ro o a L O > OA 0) C _ ro a M L O ut >. tw a Ln a a n aO+ W o 0 ra C D b�0 N •Q C •Q C +, m ro c a H N C ru cO 3 L a _O C ra n 0 Q c a s OC U C C > ro " U a s Ln 4 J V C OU C 0_0 a— C N a +�.+ a m `L° o a v a a J V i s +- E a U LO C N ra C •V 3 a v co a o a L E N C L C 4' O Ln o C Ln o O E ro +� C a VI ut to Y `~ Ln 't3 c N � ro E 0) 0 � O O Ln +� Ll O U +' c L ?� � rC0 +� Q L �_ m � m ra , i a O V U N Cli � � to QLn u � a ra ra a 0 0 '+3 Q rO 0 +� ra U o U L 3 L E 0 +s.+ O +� o on U O E ra a m a `� a S a o E N C .E U a s -6 - C � o +� U as C +� c ra L O a a a a C L 0 3 aN' v U ° aj 4- �_ N 0 s> L > t �, > C a a C E a 3 a.'' 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LA a L O +� + c0 a O +J m +•1 Q a a Q C' a Ln +•1 Ln +•1 to C 11 (6 p c N c a a L V' 'I p N c_ c J Ln +J c J (� Ln Ln +•1 J a _ m to +•1 J E L c 3 W C (6 c c a E W Y U 0 �' 4 J Ln +•1 J a E W L U' Q 0 Ln a V) 0 a V Of to � J +a•1 c>>a o > d to �' J > C7 U � m E c0 to ct c.i J N W ) Q �O u, � m o ]►C a O M o +r G L � J _ LL No a LLI� U \ 00 i m CO N H f� Lcc 4-0 a V a o :> ° a = cv oc Q V a) L Of F- N w V L L a 0 CL O O u u N a� O 2 O � w L (M p U L N �C N N O O a=n J Z O m a o O 0 J 0 ra r Q o ru o J a= 0 U 2 a U U U a- J O CAA p tLO -0 0 C: C: O O U b-0 fu U LAbo U a) L U C L +� = a: N QJ N � C N � O Q) N w J~ � pv[ J~ LJ V O a--+ v L O L O a cn a M O cn fa O L O f6 O ro ' a > Q �OO_�uO aa)O U cno O oL Qo� u �a � ra — o vg = UM a � UQ++ +' > :3 O ap- V > Z3 a p I-- U F- L L O O U L a s L (1) a --a-- > O m O -0 p U U O U a1 L O O -0 U � L O U L f6 � � � � J J U O L Q) � M � //O U J V� U J V� V) > J J J J U CJ J> J in V a U a a) W M N N N M M cM r-I 4- 0 V) L ca O L U C6 i U a O N L O Ul) d � N to C6 +- a N O `n c � a) f6 a) Q O a-.� a- + L L aJ Q Q L N O U L _ Q0 0 U L :3 O c6 c6 Q O Co 2 O or- J L L L L L L L L v Z biA qA dA qA bA qA b�A qA a a a a a a a" a E E E E E E E ++ L +) ++ _0 -W ++ p O N O O 0 O O i5 O O O � � L to - to-0 a) - � wU- � -0 O � to to f� +r a 'n c a) f� o +r a) C a� m O +r a C a� fa Q +r a) C ai M � +, a ra c a) fa E +, a) L C aj fa +, a c ai C aj a Z au z L a Z �, a Z O C a Z a� au z a� a Z a� z i N �,Q � a I 4-1 i 0 � wQ I m a I � i V) WQ C7 a I i vi m wQ I U a I N i 0 wQ } a I i 0 a,Q C7 aI � i 0 wQ � a � i N ; WQ a HINTERLAND GROUP INC Cindy ans a nasnmcsure aooatr Installed Liner Quantities As of 8-17-21 Avg Diameter Total Footage Installed Palm Beach County / R&B 8.586750789 276521 Homestead 7.8203125 20525 Lake Park 32.33333333 1298 Cypress Lakes HOA 27 822 Winter Springs FDOT-E5U37 34 672 City of Palmetto 18 93 Charlotte County 24.47692308 38411 FDOT Martin County 19.5 1877 Desoto 24 157 Bradenton 9.096153846 10127 Delray 9.629411765 25139 Lauderdale by the Sea 8.665322581 19293.9 Golden Bear Properties 27 858 Ormond Beach 20 2842 Clay County 34.90909091 1525 Cape Coral 8.177884615 15054 Manatee County 21.33510638 13856 Riviera Beach 8 1298 Tampa 10.20673077 26181 City of West Palm Beach 14.40140845 21878 Clearwater 11.80769231 31511.7 Zephyrhills 8.623853211 34633 Lake Worth 12.75 1722 Ba rtow 15.875 509 Maitland 8 1144 Nassau County 36 995 Mangonia Park 8 12795 Village of Golf 9.694444444 2309 Town of Lantana 10 20000 Lantana Airport 19.2 606 FG UA 8 6000 City of Lake City 12.25 8856 Seminole County 10.55147059 17020 Colonial Estates HOA 8 3500 City of Maitland 8 2136 Sebring 8 1685 Miramar 9 375 N Lauderdale 1 7.8751 24873 Palm Beach Gardens 26.76923077 1379 Polk County 20.28942308 51455 Loxahatchee River/Jupiter 10.74202128 29140 Martin County 27.2195122 6109 Mulberry 8.833333333 3391 Stuart 9.022727273 3329 Seminole Tribe 8 3353 Hickory Ridge 18 92 Fort Lauderdale 19.5 1395 FLO-TECH FDOT 18.85714286 463 Cypress Lakes 23.28358209 7087 Dade County (Miami) 7.822222222 22722 River Ridge 18 510 Santa Rosa County 39.53846154 981 Okeechobee 24 63 Naples 12.25 14092 Cooper City 7.708333333 9344 Pensacola ECUA 8.076446281 49926 Palm Coast 44 828 Orange County 8.049479167 79380 Pipers Landing 28.5 750 Coral Ridge 23.57142857 916 Largo 8.262886598 25908 Lantana 12.425 2577 Lands End 18 32 FPL 18 356 Lee County 27 972 Tequesta 22.82142857 4895 Sarasota 8.021551724 23347 Maestre 7.75 352 Titusville 25.90909091 3952 Lakewood Villas 7.75 387 Ocean Ridge 8.875 500 Palm Bay 24 188 Brevard 25.5 266 SWA Leachate 12 470 Englewood 7.75 15217 St Lucie 20.25 511 Lauderdale Marine 15 236 Georgetown 24 688 Goldsboro 7.75 3502 Newberry 7.75 1405 Wellington 17.57142857 2832 Village of North Palm Beach 36 620 Atlantis 7.75 875 PGA Village 31.5 338 Bay County 1 31.36363636 1618 Breakfast Point 60 159 Hallandale 18 18 TOTAL FOOTAGE 1,028,023.E Hinterland Group Inc. 2051 w Blue Heron Blvd. Riviera Beach, FL 33404 (561) 640-3503 Date: 7/13/2020 Personnel Resume's Years of CIPP Experience Field Superintendent Kaj Rasmussen 29 Dario Montanez 29 Installation Foreman Israel Pulido 25 Leo Rivera 10 Tim Mulligan 28 Boiler Tech Luis Martinez 4 Ca I ixto Oyaga 20 Alberto Martel 2 Lateral Cutter Brian Catlin 5 Pedro Montanez 18 Nelson Colon Santiago 10 Butch Forester 22 CCTV Inspection Marvin Vicente 5 Matthew Livermore 4 Geimar Pino 7 CCTV Inspector Brett Konchak 5 Cory Nidetz 3 Prepared By: Brett Konchak- CIPP Director of Operations U % O C m � C2 M 0 J O 41 LL CO C m O f6 m Iv a� L C � . = Ln > O N w RT N 00 N a to M N to M Ln N I� N 00 lL) M N O lL) N N 00 Co M N -I �p M N r-i U O I..L N -I *' 00 N -I 0000 l0 m N -I N N N M `� C�1 M l�l1 N 00 N �M-I N % M O i�-1 C�1 N O N cm -t N 0000 N C O LL fV � C O a C O t CL N C O t CL O U O L L N OU U LU O O U (6 U L CL bLp Y O bLA O N �? t U O CLv O a) 0 cN� N dpl ' UOL � p O LCl LU' C O o rlmL) O 6 � O _ § U 6 1 0 Y O p m � Q Om m O UUq- C1 o " N N bA 'C (D Lono oCT) o m o o o- Q N a) o UO m cv r� @ b0 O 0 o� o v L@ m � U- o v m [L a `^ oQ a n a U N +� Ln co 0 +� oo > I +� N U U � oo +� I'o o �j �iN +� m �j r- p O +� oo @ Ln +� o (3j a m mO �o U U c o U J +1 � U o °° U m +° `^ mo U �o + m U N 3 U o _ +° 'L U r- Ln 'N U o0 a� U ri +a N U oo C Ln U m oo U +g Ln U N U� U I� N O t O a V CL CL C- O W(A O t O CL C U C C O Lo U Ln _0 C M O �o O U w Ln C O I� co U Ln CCU O u1 Y a) w C O - U M U o0 O o0 U N C m u O `� ~ U 00 C rn U N � L)A V I� N V Ln C U u1 -0 V Ln m V 0 0 Q Ljp C Ln N � O N � L C O V bA C bA C bA C bA C bA C bA C r, r-I bA C bA C IzT o N Ln O by C � O C O LL C C a p C O O C O 0 C O 0 C O 0 C O 0 C O O C p C O 0 C O O z N C O C O O N — r�l r-I r-I 00 a o U N Ln m , � C U +� L- *� O a � a) L m L � O +1 m 0 N m O 00 O C)CL a) > C C m m Q m bA m3 Q V) b b uni o C? C C L C L C L CL C L C L CL J CL C p LL f6 CL JbcD CL L a r-I CD Ln U O Lin O Ln O Ln °� O Ln ON Ln [L U d U M La 1 [L U d U N O m N U m C O U +� C N l0 m C7 V O m O O bA N m � f0 m C +a u N a� E CO a-' 4J U 4- a) coO + C O () O U N _ t C2 m Z J CL O3 J 0 4- 00 -0 C F mm 0 m m m° O O O O o V U Oa Ln > O N Vol t i a Lu X� V in M O - 00 00 - N 00 O N M P% N ri N ci r-I N O O t d E O > O bA (0 N N b LA M U Vf E a OCU -a N (i5 M 0 O LA .-j O O or) Q O OCff L Ln LL m QlbD U N 01 d U U 00 VI ate-+ l0 � U ate-+ � . . C O O O L L U d rl O l0 U Ln C O O L E U a w Ln = N U U L C ko cI O a) O +, U Q (1) L (1) -0 bLD C: _ N W C U � O bA Q to U O d d > U L co v7 L L O U C f6 C C O Ucn O E L L L L LA Qi O L a O L a N uG C-U U C6 � C d i (p d � ct f6 N � IN O � O C � BONDS PERFORMANCE BOND Contractor Surety Name: Hinterland Group, Inc Name: Hartford Accident and Indemnity Company Address (principal place of business): Address (principal place of business): One Hartford Plaza 2051 W Blue Heron Boulevard Hartford, Connecticut 06155 Riviera Beach, FL 33404 Owner Contract Name: Village of Tequesta Description (name and location): Mailing address (principal place of business): REJECT DISPOSAL MAIN RELOCATION PROJECT (TEMPORARY RELOCATION) 345 Tequesta Drive Tequesta, FL 33469 Contract Price: $225,900.00 Effective Date of Contract: December 9, 2021 Bond 21BCSI P8673 Bond Amount: $225,900.00 Date of Bond: December 9, 2021 (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form: 0 None ❑ See Paragraph 16 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Performance Bond, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. Contractor as Principal Surety Hinterland e�Qr�ee�a tl�,� '•opartford Accident and Indemnity CoroT' anv °' , (Full fo m e of Contractor) ` 'p. , e , ,�'.�O(/,° i (Full formal name of Surety) corporate sea! ° e o •: (Signature) Z :_ '( ignature)(Attoch i w`er of Attorrey)- ` .� • e 1- Name: ALN a rn e` iel Duke. III ft Jennie N. Lanman _ (Printed or typed) °®° A' a (Printed or typed) ° Title: �v•���R�a�°o T'�fe: se Attorney In Fact OF I` Attest: Attest: ') (Signature) (Signature) Name: Name: Ariel Rosario (Printed or typed) (Printed or typed) Title: Operations Project Manager Title: Licensed 4.40 Agent and Witness Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party is considered plural where applicable. EJCDC® C-610, Performance Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 4 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond will arise after: 3.1. The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice may indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 will be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement does not waive the Owner's right, if any, subsequently to declare a Contractor Default; 3.2. The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; a n d 3.3. The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. 4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 does not constitute a failure to .comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. 5. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 5.1. Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; 5.2. Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; 5.3. Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or 5.4. Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: EJCDC® C-610, Performance Bond. Copyrights 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 4 5.4.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or 5.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. 6. If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 5.4, and the Owner refuses the payment, or the Surety has denied liability, in whole or in part, without further notice, the Owner shall be entitled to enforce any remedy available to the Owner. 7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the responsibilities of the Surety to the Owner will not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety will not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for: 7.1. the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 7.2. additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and 7.3. liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. 8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Surety's liability is limited to the amount of this Bond. 9. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price will not be reduced or set off on account of any such unrelated obligations. No right of action will accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns. 10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 11. Any proceeding, legal or equitable, under this Bond must be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and must be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit will be applicable. 12. Notice to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. 13. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted therefrom and provisions conforming to such EJCDC® C-610, Performance Bond. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 4 statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 14. Definitions 14.1. Balance of the Contract Price —The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 14.2. Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. 14.3. Contractor Default —Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. 14.4. Owner Default —Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 14.5. Contract Documents —All the documents that comprise the agreement between the Owner and Contractor. 15. if this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 16. Modifications to this Bond are as follows: None EJCDC® C-610, Performance Bond. Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 4 PAYMENT BOND Contractor Surety Name: Hinterland Group, Inc Name: Hartford Accident and Indemnity Company Address (principal place of business): Address (principal place of business): One Hartford Plaza 2051 W Blue Heron Boulevard Hartford, Connecticut 06155 Riviera Beach, FL 33404 Owner Contract Name: Village of Tequesta Description (name and location): Mailing address (principal place of business): REJECT DISPOSAL MAIN RELOCATION PROJECT 345 Tequesta Drive (TEMPORARY RELOCATION) Tequesta, FL 33469 Contract Price: $225,900.00 Effective Date of Contract: December 9, 2021 Bond 21BCSIP8673 Bond Amount: $225,900.00 Date of Bond: December 9, 2021 (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form: © None ❑ See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Payment Bond, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. Contractor as Principal Surety Hinterland Group Inc. Hartford Accident and Indemnity Co..l P '� (Full form e of Contractor) °�1� �''A�,,e (Full f mal name of Sur ty) (corpo' to seal) ��� �� ��j� GR °� t C `ooseaeo.• 0 By. ' B y : IVAF ' ignoture3 A� ,°'GO '9,�°�,'� Signature)(Attach Power of Attorney) •d Name: ni I I 3 /' 1 Name: Jennie N. Lanman IJ (Printed or t�ped�, J Q (Printed or typed) Title: e rit �,-Title: Attorney In Fact C eeoe° Attest: . ° 0� f4.) 0%% Attest: -i , ``� (Signature) (Signature) Marne:Jre Name: Ariel Rosario (Printed or typed) (Printed or typed) Title: Operations Project Manager Title: Licensed 4.40 Agent and Witness Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party is considered plural where applicable. EJCDC® C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 4 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. 2. If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond will arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety. 4. When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit. 5. The Surety's obligations to a Claimant under this Bond will arise after the following: 5.1. Claimants who do not have a direct contract with the Contractor 5.1.1. have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and 5.1.2. have sent a Claim to the Surety (at the address described in Paragraph 13). 5.2. Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13). 6. If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 5.1.1. 7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: 7.1. Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and 7.2. Pay or arrange for payment of any undisputed amounts. 7.3. The Surety's failure to discharge its obligations under Paragraph 7.1 or 7.2 will not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. EJCDC® C-615, Payment Bond. Copyrightc) 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 4 8. The Surety's total obligation will not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Paragraph 7.3, and the amount of this Bond will be credited for any payments made in good faith by the Surety. 9. Amounts owed by the Owner to the Contractor under the Construction Contract will be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfying obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond. 11. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 12. No suitor action will be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of 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 (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit will be applicable. 13. Notice and Claims to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, will be sufficient compliance as of the date received. 14. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted here from and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. 16. Definitions 16.1. Claim —A written statement by the Claimant including at a minimum: 16.1.1. The name of the Claimant; 16.1.2. The name of the person for whom the labor was done, or materials or equipment furnished; 16.1.3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract; 16.1.4. A brief description of the labor, materials, or equipment furnished; EJCDC® C-615, Payment Bond. Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 4 16.1.5. The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; 16.1.6. The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim; 16.1.7. The total amount of previous payments received by the Claimant; and 16.1.8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim. 16.2. Claimant —An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond is to include without limitation in the terms of "labor, materials, or equipment" that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 16.3. Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. 16.4. Owner Default ---Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 16.5. Contract Documents ---All the documents that comprise the agreement between the Owner and Contractor. 17. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 18. Modifications to this Bond are as follows: None EJCDC® C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 4 Direct Inquiries/Claims to: 1 y THE HARTFORD POW R OF ATTORNE BOND, T-12 One Hartford Plaza Hartford, Connecticut 06155 bond.claims(a)thehartford.com call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: HALCYON UNDERWRITERS Agency Code: 21-224119 X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana X� Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of $15,000,000: Jennie N. Lanman Of Maitland. FL their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. rzl t ,•'.P/7 1 f Q s t CZA•'�i,� ..al' Rtq/ �00 . O r +C i Co):`��oo►IP.ATf F * -o '•i ••.��R*0�'1ip, _ _ Mom• Zi-� �: X •:Z * O` 1919 �! � t �� �futwfN �t.4 'v Fit • � •�`'=, "tclwviS•�,,�'• G*p}�? .~�''F1oR�p1►•,�� ;RATIO MMkpw /1i1 u• M•"" n ^ r or Shelby Wiggins, Assistant Secretary Joelle L. LaPierre, Assistant Vice President STATE OF FLORIDA ss. Lake Mary COUNTY OF SEMINOLE On this 20th day of May, 2021, before me personally came Joelle L. LaPierre to me known, who being by me duly sworn, did depose and say-, that she resides in Seminole County, State of Florida; that she is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that she knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that she signed her name thereto by like authority. X'� ' !" •.. + - �.��-yam M , � � � . ;:Y Jessica Ciccori;� ','Iy Commissi.m. NN i22280 ' Expires June 20, 20L i I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of December 9, 2021 Signed and sealed in Lake Mary, Florida.tM;�_�.,.�.1y; .,�u.11ti7RaC�` t•1•.•••sr icflyp �� 'J .�r� w+T` ``PPS'•-'-`"��6II,,er+ t lair 4480 ti" F1Rt 11v l i� t. F s ,� , ` '*ct cQ,O*� 4¢ � _�.� ' p � � i.� 'ice � • `0•,.. '- `\ � �. ti$Lo a ►1 P.. (. i f\NGORP4RATF� rl "►✓ 1oxttctiGVt+�IA1�� - Y b i ' U 18 7 • T'f0� �T� rho 0 kv � '+el • 1'/°1,�•a�``` tDtA�=",.°Ff.Jf?t,}a ,n KawM n ' Keith Dozois, Assistant Vice President --MqN CERTIFICATE OF LIABILITY INSURANCE �coRn DATE(MM/DD/YYYY) �� 01 /29/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT South Shore Insurance Inc. PHONE 772 426-9973 FAX 772 872-5870 i E-MAIL 955 SE Central Parkway -ADVJ-RES-%--- ­ INSURER(S) AFFORDING COVERAGE I NAIC # Stuart FL 34994 INSURER A: Zurich American Insurance Company 16535 INSURED INSURER B : Travelers Property Casualty Company of Amer 25674 INSURER C : American Guarantee & Liability Insurance Co. 26247 Hinterland Group Inc. INSURER D : 2051 West Blue Heron Blvd INSURER E : _ Riviera Beach, FL 33404 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMPOLICY I D/YYYY D MM IYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _ A CLAIMS -MADE F7X OCCUR DAMAGE TO RENTED 000,000 X MED EXP (Any one person) �$ 5,000 XCU Coverage Included x x GLO 4956332-01 01/31/2021 01/31/2022 X Primary/Non Contributory PERSONAL &ADV INJURY I $ 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY IX-1 JE LOC GENERAL AGGREGATE $ 2,000,000 GEN'L i PRODUCTS -COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1 000 000 > BODILY INJURY (Per person) $ A X ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED X HIRED AUTOS X AUTOS x X BAP 4956334-01 01/31/2021 01/31/2022 PROPERTY DAMAGE (Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 B EXCESS LIAB CLAIMS -MADE ZUP81N2525921 01/31/2021 01/31/2022 DED I RETENTION $ $ WORKERS COMPENSATION X PER F7OTH- C AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECU I IVE YNN OFFICER/MEMBER EXCLUDED, (Mandatory in NH) N / A x WC 4956333-01 01/31/2021 01/31/2022 E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE 1 OOO OOO $ , , E.L. DISEASE -POLICY LIMIT _ 1 $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below Installation Floater $2,000,000 A Inland Marine , CPP667426001 01/31/2021 01/31/2022 Rented/Leased Equi $5009000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Should any of the above policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. Certificate Holder is as an additional insured on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage. A Waiver of Subrogation is provided on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage.. Coverage is primary/noncontributory when required by written contract agreement. RE: ITB No.: Util 09-21-0-2022/MH — Reject Disposal Main Temporary Relocation CERTIFICATE HOLDER CANCELLATION Village of Tequesta Building Department 345 Tequesta Drive Tequesta, FL 33469 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <J N L> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INSURANCE --MqN CERTIFICATE OF LIABILITY INSURANCE �coRn DATE(MM/DD/YYYY) �� 01 /29/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT South Shore Insurance Inc. PHONE 772 426-9973 FAX 772 872-5870 i E-MAIL 955 SE Central Parkway -ADVJ-RES-%--- ­ INSURER(S) AFFORDING COVERAGE I NAIC # Stuart FL 34994 INSURER A: Zurich American Insurance Company 16535 INSURED INSURER B : Travelers Property Casualty Company of Amer 25674 INSURER C : American Guarantee & Liability Insurance Co. 26247 Hinterland Group Inc. INSURER D : 2051 West Blue Heron Blvd INSURER E : _ Riviera Beach, FL 33404 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMPOLICY I D/YYYY D MM IYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _ A CLAIMS -MADE F7X OCCUR DAMAGE TO RENTED 000,000 X MED EXP (Any one person) �$ 5,000 XCU Coverage Included x x GLO 4956332-01 01/31/2021 01/31/2022 X Primary/Non Contributory PERSONAL &ADV INJURY I $ 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY IX-1 JE LOC GENERAL AGGREGATE $ 2,000,000 GEN'L i PRODUCTS -COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1 000 000 > BODILY INJURY (Per person) $ A X ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED X HIRED AUTOS X AUTOS x X BAP 4956334-01 01/31/2021 01/31/2022 PROPERTY DAMAGE (Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 B EXCESS LIAB CLAIMS -MADE ZUP81N2525921 01/31/2021 01/31/2022 DED I RETENTION $ $ WORKERS COMPENSATION X PER F7OTH- C AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECU I IVE YNN OFFICER/MEMBER EXCLUDED, (Mandatory in NH) N / A x WC 4956333-01 01/31/2021 01/31/2022 E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE 1 OOO OOO $ , , E.L. DISEASE -POLICY LIMIT _ 1 $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below Installation Floater $2,000,000 A Inland Marine , CPP667426001 01/31/2021 01/31/2022 Rented/Leased Equi $5009000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Should any of the above policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. Certificate Holder is as an additional insured on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage. A Waiver of Subrogation is provided on blanket form only if required by written contract/agreement with the insured executed prior to injury or damage.. Coverage is primary/noncontributory when required by written contract agreement. RE: ITB No.: Util 09-21-0-2022/MH — Reject Disposal Main Temporary Relocation CERTIFICATE HOLDER CANCELLATION Village of Tequesta Building Department 345 Tequesta Drive Tequesta, FL 33469 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <J N L> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD ADDENDUMS Village 345 Tequesta Drive Tequesta, FL 33469 Reject Disposal Main Relocation Project ITB # UTI L 09-21 Addendum No. 1 November 12, 2021 ITB DUE: 2:00 PM, Local Time, November 17, 2021 TO ALL VENDORS PROVIDING QUOTES FOR THIS ITB: 561-768-0700 www.tequesta.org The changes, additions, substitutions, and/or deletions contained in Addendum No. 1 are hereby made a part of the Invitation to Bid Documents for the Reject Disposal Main Relocation Project solicitation, fully and completely as if the same were fully set forth herein. 1. Section 00410 — BID FORM FOR CONSTRUCTION CONTRACT Delete in its entirety Replace with: Revised Section 00410 — BID FORM FOR CONSTRUCTION CONTRACT included as Attachment 2 2. Section 01150 —MEASUREMENT AND PAYMENT Delete in its entirety Replace with: Revised Section 01150 — MEASUREMENT AND PAYMENT included as Attachment 3 Vice -Mayor Kyle Stone Mayor Frank D'Ambra, III Council Member Laurie Brandon Council Member Bruce Prince Council Member Molly Young Village Manager Jeremy Allen 3. Section 01300 —SUBMITTALS AND PROGRESS SCHEDULES Delete in its entirety Replace with: Revised Section 01300 — SUBMITTALS AND PROGRESS SCHEDULES included as Attachment 4. ATTACHMENTS ATTACHMENT 1 Responses to Bidders Questions ATTACHMENT 2 Section 00410 — BID FORM FOR CONSTRUCTION CONTRACT ATTACHMENT 3 Section 01150 — MEASUREMENT AND PAYMENT ATTACHMENT 4 Section 01300 — SUBMITTALS AND PROGRESS SCHEDULES END OF ADDENDUM ATTACHMENT 1 RESPONSES TO BIDDER QUESTIONS RESPONSES TO BIDDER QUESTIONS Question 1: Is there an engineer's estimate available for this bid? Response 1: An engineer's estimate has been provided to the Village. The anticipated range for bids is $110,,000 - $185,pOOO. Question 2: What is the required length of the piles? Response 2: The length of the piles should be assumed as a maximum of 50 LF in the bid. A revised bid tab has been attached to show the line item as a linear foot item rather than lump sum. An agreed upon length shall be determined upon receipt of soil boring information from the FDOT bridge consulting team. Question 3: Will the shut down for the connection to the existing line have to be done during non-standard hours or can it be done during the daytime Response 3: The shut down for main connection to the existing line can be done during the daytime. Any proposed shut downs must be requested in advance and per the guidance of Section 02660 in the specifications. Question 4: The area north of the seawall is an unmaintained, vacant, wooded area and will require clearing in order to install the pipe. What is the expectation for replanting and restoration of this area? Response 4: The area north of the seawall is part of the FDOT's right of way and restoration shall be in accordance with the FDOT utility permit obtained by the Village for this project. The permit can be found in Appendix A in the specifications. Question 5: It seems the only access to the site would be through the adjacent condo complex parking lot. What agreements do you have with them on this project for access? Response 5: The Village has not negotiated access agreements for this project. Small equipment and machinery were anticipated to have access via the FDOT right of way on the west side of the US-1 bridge. Additional access agreements may be negotiated by the Contractor. Question 6: Please clarify which oversight entities and/or special requirements will be in place for working in the Loxahatchee River. Response 6: All special requirements have been included in the permit conditions outlined in Section 01060 and Appendix A of the specifications. The outstanding Army Corp of Engineers permit will be provided upon receipt. Question 7: How should the contractor handle the existing pipe? Response 7: The existing pipe shall be abandoned in place by the contractor for this project. The ends should be capped The cap can be mechanical type and no grouting is required. Question 8: Are there any soil borings? Response 8: Soil borings were not completed as part of this design but may be available from the FDOT bridge consulting team for the US-1 Bridge Replacement Project. Question 9: Do you have a pile layout drawing? Response 9: Due to the potential presence of seagrasses, the location of the piles will be reviewed and coordinated in the field. Question 10: What are the neat pile lengths? Or length of piles? Response 10: Please see response to Question 2. Question 11: Is there a detail on how the pipe should be secured to the top of the piles? Response 11: The pipe shall be secured to the pile utilizing 2" Schedule 40 316 Stainless Steel saddle straps as shown on the Diffuser Detail (sheet D-1). W bolts shall be used. Please be advised all nuts, bolts, and fitting hardware shall be 316 Stainless Steel. A revised Section 01300 has been included in this addendum requiring a connection procedure to be submitted as part of the shop drawing review. Question 12: Does the barge have to go in the location proposed? Response 12: The proposed barge location for this project shown on the plans is a suggestion to the contractor. The proposed barge locations for the FDOT contractor were provided for informational purposes. Question 13: Pile Note #7 discusses epoxy coated rebar, do spirals in the piles need to be epoxy coated? Response 13: Refer to FDOT standard specification 455 for reinforcing steel and rebar coatings. Question 14: Can the bid date be extended? Response 14: No, the bid date cannot be extended. Approval from the Village Council is required in December 2021 so the Notice to Proceed can be awarded in a timely manner for construction to commence prior to the FDOT construction in this area which is anticipated in March 2022. ATTACHMENT 2 Section 00410 — BID FORM FOR CONSTRUCTION CONTRACT BID FORM FOR CONSTRUCTION CONTRACT The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. ARTICLE 1—OWNER AND BIDDER 1.01 This Bid is submitted to: Village of Tequesta C/O Village Clerk 345 Tequesta Drive Tequesta FL, 33469 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—ATTACHMENTS TO THIS BID 2.01 The following documents are submitted with and made a condition of this Bid: A. Required Bid security; B. List of Proposed Subcontractors; C. List of Proposed Suppliers; D. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such authority within the time for acceptance of Bids; E. Contractor's license number as evidence of Bidder's State Contractor's License or a covenant by Bidder to obtain said license within the time for acceptance of Bids; F. Required Bidder Qualification Statement with supporting data; and G. Florida Trench Safety Act Certification; H. Statement of Disputes, Litigation, Arbitration, And Surety Completion; I. Noncollusion Affidavit; J. Drug -Free Workplace Certificate; K. Sworn Statement on Public Entity Crimes; L. Scrutinized Companies Certification Form ARTICLE 3—BASIS OF BID 3.01 Lump Sum Bids A. Bidder will complete the Work in accordance with the Contract Documents for the following lump sum (stipulated) price(s): Section 00410, Bid Form for Construction Contract Page 1 of 6 1. Lump Sum Price Item No. Description Bid Amount GC-1 Bonds and Insurance $ GC-2 Mobilization / Demobilization $ GC-3 Maintenance of Traffic (Channel Control) $ GC-4 Survey and Record Drawings $ RM-1 Reject Main (Landward Side) $ RM-2 Reject Main (Seawall / Water Side) $ RM-4 Restoration $ Contingency Allowance $10,000 Total Lump Sum Price $ 3.02 Unit Price Bids A. Bidder will perform the following Work at the indicated unit prices: Item Estimated Description Unit Bid Unit Price Bid Amount No. Quantity RM-3 12-inch Concrete Piles LF 50 Total of All Unit Price Bid Items $ B. 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, and 2. estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents. 3.03 Total Bid Price (Lump Sum and Unit Prices) Total Bid Price (Total of all Lump Sum and Unit Price Bids) $ ARTICLE 4—TIME OF COMPLETION 4.01 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. 4.02 Bidder agrees that the Work will be substantially complete within 90 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Section 00410, Bid Form for Construction Contract Page 2 of 6 Paragraph 15.06 of the General Conditions within 120 calendar days after the date when the Contract Times commence to run. 4.03 Bidder accepts the provisions of the Agreement as to liquidated damages. ARTICLE 5-13IDDER'S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF ADDENDA 5.01 Bid Acceptance Period A. This Bid will remain subject to acceptance for 120 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner. 5.02 Instructions to Bidders A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. 5.03 Receipt of Addenda A. Bidder hereby acknowledges receipt of the following Addenda: I Addendum Number I Addendum Date I ARTICLE 6-13IDDER'S REPRESENTATIONS AND CERTIFICATIONS 6.01 Bidder's Representations A. In submitting this Bid, Bidder represents the following: 1. Bidder has examined and carefully studied the Bidding Documents, including Addenda. 2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work. 4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings. 5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings. Section 00410, Bid Form for Construction Contract Page 3 of 6 6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and (c) Bidder's (Contractor's) safety precautions and programs. 7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. 8. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. 9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. 10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents. 6.02 Bidder's Certifications A. The Bidder certifies the following: 1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 3. Bidder has not solicited or induced any individual or entity to refrain from bidding. 4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A: a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process. b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition. c. Collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels. Section 00410, Bid Form for Construction Contract Page 4 of 6 d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. Section 00410, Bid Form for Construction Contract Page 5 of 6 BIDDER hereby submits this Bid as set forth above: Bidder: (typed or printed name of organization) By: (individual's signature) Name: (typed or printed) Title: (typed or printed) Date: (typed or printed) If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign. Attest: (individual's signature) Name: (typed or printed) Title: (typed or printed) Date: (typed or printed) Address for giving notices: Bidder's Contact: Name: (typed or printed) Title: (typed or printed) Phone: Email: Address: Bidder's Contractor License No.: Section 00410, Bid Form for Construction Contract Page 6 of 6 ATTACHMENT 3 Section 01150 — MEASUREMENT AND PAYMENT SECTION 01150 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 DESCRIPTION This section defines the method which will be used to determine the quantities of work performed, materials supplied and establishes the basis upon which payment will be made. A. The Unit Cost Prices stated in the Contract shall be considered payment in Full for the completion of all work. Payment shall be made under each item only for work as it is not specifically included under other items. B. The Contractor shall furnish all labor, equipment and material required to complete the construction and testing of the watermain extension and associated appurtenances. C. The following explanation of the Measurement and Payment for the bid items is provided; however, the omission of reference to any item shall not alter the intent of the Bid Form or relieve the Contractor of the necessity of constructing a complete project under this Contract. 1.02 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. The Village orEngineer 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. 1.03 MEASUREMENT STANDARDS All work completed under the Contract shall be measured according to United States Standard Methods. 1.04 METHOD OF MEASUREMENT 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. 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. At intersections, the measurement used for length of side area will be measured from the outside edge of the width allowed along the main trench. 01150 - 1 1.05 PAYMENT 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. 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. 1.06 COSTS INCLUDED IN PAYMENT ITEMS No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work. • Clearing and grubbing. • Trench excavation, including necessary pavement removal, except as otherwise specified. • Structural fill, backfill, density testing and grading. • Site cleanup. • Foundation and borrow materials, except as hereinafter specified. • Stormwater pollution prevention plan. • Survey layout and as builts. • Testing and placing system in operation. • Any material and equipment required to be installed and utilized for tests. • Maintaining the existing quality of service during construction. • Appurtenant work as required for a complete and operable system. • Cost for security (if special circumstances apply, approval must be received by the Engineer, in writing). • Material storage areas. • Disposal of excess fill and debris. • Scheduling and calling for utility locates. • Dewatering. • Preconstruction site videos. • Preparation of record drawings. • Mechanical joint restraint systems (to be included in the unit cost of the DI fittings). Site cleanup - Contractor's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete. Work Outside Authorized Limits — No final payments will be made for work constructed outside the authorized limits of work. 01150-2 1.07 APPLICATIONS FOR PAYMENT Applications for Payment shall be prepared by the Contractor and submitted to the Engineer in accordance with the schedule established by the General Conditions of the Contract and the Agreement. Applications for Payment shall be submitted in the number and form established by the Engineer at the Preconstruction Conference. The form shall be completely filled out and executed by an authorized representative of the Contractor. Supporting data such as schedules of stored materials shall be attached to each copy of the Application. 1.08 CHANGE ORDER PROCEDURE As defined in the General Conditions, a Change Order is a written order to the Contractor signed by the Village authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time which is issued after the execution of the Agreement. The following procedure shall be used in processing Change Orders: For Additions to the Work — The Village shall issue a written order to the Contractor directing him to accomplish the additional work. The Contractor shall review the order and if they feel that the additional work entitles him to additional payment or additional time, they may submit a claim as prescribed in the General Conditions of the Contract. For Deletions from the Work — The Village shall issue a written order to the Contractor directing him to make the change. If the Village feels that the contract price should be reduced as a result of the change, the Village shall make a claim for the reduction as provided in the General Conditions of the Contract. PART 2 — PRODUCTS NOT USED. PART 3 — EXECUTION 3.01 GENERAL CONDITIONS A BONDS &INSURANCE REQUIREMENTS (GC-1) This pay item shall include the costs of bonds and any required insurance for the start of work, including temporary environmental controls, sanitary facilities and permits. Bonds and insurance shall be paid for at the Contract lump sum cost as listed on the Contract Bid Proposal completed and accepted. This pay item also 01150-3 includes a one-time Indemnification payment which will be made with the first Application for Payment at the Contract lump sum price as listed on the Contract Bid Proposal. B. MOBILIZATION /DEMOLITION (GC-2) The quantity to be paid for under this pay item shall be on a lump sum basis -The Contractor's lump sum price shall include full compensation for all work related to mobilization and demobilization, and any other related work, except for any work designated to be paid for separately or to be specifically included in the costs of other work under the Contract. Payment shall be made at the Contract lump sum price and shall include, but not be limited to, the preparatory work and operations in mobilizing for beginning work on the project, including those operations necessary for the movement of personnel, equipment, supplies, videos/photos, clearing and grubbing, site cleanup, project setup, sanitary facilities, labor associated with permit acquisition, construction staging area preparation and closure, project signage, project coordination/management and incidentals to the project site and establishment of temporary provisions, controls, and utilities. This item shall include those permits that are required to be obtained by the contractor. This item shall also include field surveying/layout and complete record drawings in accordance with the project specifications and the applicable standards. The items specified in this Section consist of the costs of any pre and post construction expenses necessary for the start and completion of the project, excluding the cost of construction materials. The sum of mobilization and demobilization shall not exceed 5% of Total bid price. Partial Payments for mobilization shall be as follows: Construction Percent Allowable Percent of Complete Lump Sum for Mobilization 5% 25% 10% 50% 25% 75% 100% 100% C. MAINTENANCE OF TRAFFIC -CHANNEL CONTROL (GC-3) This pay item shall include the costs for all work related to the maintenance of traffic during the construction of the improvements as shown on the plans, and any other related work, except for any work designated to be paid for separately or to be specifically included in the cost of other work under the Contract. Maintenance of traffic shall be paid for at the Contract lump sum cost as listed on the Contract Bid Proposal completed and accepted. The Contract lump sum price shall include, but not be limited to, all signage, barricades, notification to residents, coordination with appropriate regulatory agencies, and daily access 01150 - 4 by approved parties (if needed). D. SURVEY LAYOUT &RECORD DRAWINGS (GC-4) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item is complete and accepted by the Owner and shall include, but not be limited to, laying out the proposed improvements in the field, setting temporary and permanent benchmarks, grade stakes, etc., preparation of final Record Drawings, all in accordance with the project specifications and Village Standards. The Record Drawings shall be provided certified by a Florida licensed land surveyor. 3.02 REJECT MAIN RELOCATION A. REJECT MAIN —LANDWARD SIDE (RM-1) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, furnishing all labor and equipment required to install the reject disposal piping including excavation of connection location, layout, disposal of unsuitable materials, providing suitable bedding materials, backfilling, compaction, density testing, grading, dewatering, cleaning, pipe fusing, trench safety, connection to existing seawall and all other testing required for a complete and functional system. The cost to adjust other utilities (electric, cable, telephone, etc.) if required, and the coordination with that utility, shall also be included in the pipe cost. The Village shall provide the required 12-inch HDPE pipe and fittings to the Contractor. B. REJECT MAIN —SEAWALL/ WATER SIDE (RM-2) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, furnishing all labor and equipment required to install the reject disposal piping within the designated area of the Loxahatchee River including layout, securing the pipe to the proposed piles and rip rap, cleaning, pipe fusing, and all other testing required for a complete and functional system. The cost to coordinate and work around the designated existing sea grass habitat if required, shall also be included in the pipe cost. The Village shall provide the required 12-inch HDPE pipe and fittings to the Contractor. C. 12" Concrete Piles (RM-3) The quantity to be paid for under this Section shall be on a per linear foot 01150-5 basis. Payment shall be made at the Contract unit price per linear foot of concrete piles installed and shall include, but not be limited to, furnishing all materials, labor, and equipment required to install the piles including barges, locating, shop drawings, driving and record drawings for a complete and functional system. D. RESTORATION (RM-4) The quantity paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, rip -rap placement along the existing seawall for support of the proposed reject disposal main or soil preparation, watering, and seed installation and any other items required for a complete and functional system. END OF SECTION 01150-6 ATTACHMENT 4 Section 01300 — SUBMITTALS AND PROGRESS SCHEDULES SECTION 01300 SUBMITTALS AND PROGRESS SCHEDULES PART 1 - GENERAL 1.01 WORK INCLUDED A. Submit, to the Owner and Engineer as applicable, shop drawings, estimated construction progress schedule, project data and samples required by specification sections. 1.02 RELATED WORK A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01010: Summary of Work 1.03 SCHEDULES A. Promptly after award of contract, prepare and submit to the Engineer estimated construction progress schedules for the work, including a separate schedule listing dates for submission and dates reviewed shop drawings, project data and samples will be needed for each product. 1.04 FORM OF SCHEDULES A. Prepare schedules in suitable electronic format. A horizontal bar chart should be used as additional illustration and for revised progress schedules. 1. Provide separate horizontal bar for each trade or operation 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. 4. Minimum sheet size: 11" x 17" B. Format of listings: The chronological order of the start of each item of work. C. Identification of listings: By major specification section numbers. 01300-1 1.05 CONTENT OF SCHEDULES A. Construction Progress Schedule shall: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning and completion of each major element of construction; specifically, list: a. Mobilization / Demobilization b. Subcontractor work C. Reject disposal main construction. Provide specific timelines for expected completion of each project area. Dates of connections and phasing should be included. d . Testing e. Restoration 3. Show projected percentage of completion for each item, as of the first day of each month. B. Submittals Schedule for Shop Drawings, Product Date and Samples. Show: 1. The dates for Contractor's submittals. 1.06 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission of schedule. B. Show changes occurring since previous submission of schedule. 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other contractors working in the area. 01300-2 1.07 SUBMISSIONS A. Submit initial schedules within 7 days after award of Contract. 1. Engineer will review schedules with Owner and return review copy within 5 days after receipt. 2. If required, resubmit within 2 days after return of review copy. B. Submit updated progress schedules with each application for payment. 1.08 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules. PART 2 - PRODUCTS 2.01 SHOP DRAWINGS A. Original drawings, prepared by Contractor, Subcontractor, Supplier or Distributor, which illustrate some portion of the Work; showing fabrication, layout, setting or erection details including, but not limited to the following: 1. Watermain Piping, Valves, Fittings, and Appurtenances 2. Asphalt Mix Design 3. Gravel Parking and Pavement Base Course 4. Concrete Mix Designs (with specific locations), grouts, etc. 5. Signing and Striping Details 6. Pile Strap Connection Detail B. Shop drawings shall be prepared by a qualified detailer. C. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 2.02 PROJECT DATA A. Manufacturer's standard schematic drawings 01300-3 1. Modify drawings to delete information which is not applicable to project. 2. Supplement standard information to provide additional information application to project. B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data. 1. Clearly mark each copy to identify pertinent materials, products or models. 2. Show dimensions and clearances required. 3. Show performance characteristics and capacities. 4. Show wiring diagrams and controls. 2.03 SAMPLES A. Physical examples to illustrate materials, equipment or workmanship, and to establish standards by which completed work is judged. B. Office samples of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of product or material, with integrally related parts and attachment devices. 2. Full range of color samples. 2.04 PAY REQUESTS A. Pay Requests shall be made in accordance with the requirements of the Agreement between Owner and Contractor. PART 3 - EXECUTION 3.01 CONTRACTOR RESPONSIBILITIES A. Review Shop Drawings, Project Data and Samples prior to submission. Contractor's approval stamp shall be on each submittal when received by the Engineer. Unstamped submittals will not be reviewed and will be returned as "rejected" to the Contractor. B. Verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 01300-4 C Coordinate each submittal with requirements of Work and the Contract Documents. D. Contractor's responsibility for errors and omissions in submittals is not relieved by Engineer's review of submittals. E. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Engineer's review of submittals, unless Engineer gives written acceptance of specific deviations. F. Notify Engineer, in writing at the time of submission, of deviations in submittals from requirements of Contract Documents. G. Begin no work which requires submittals until return of submittals with Engineer's stamp and initials or signature indicating review. H. After Engineer's review, distribute copies. 3.02 SUBMISSION REQUIREMENTS A. Schedule submissions at least 14 days before dates reviewed submittals will be needed. B. All submittals shall be made electronically. C Accompany submittals with transmittal letter, in duplicate, containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Notification of deviations from Contract Documents. 5. Other pertinent data. D. Submittals must include: 1. Date of submittal and revision dates. 2. Project title and number. 3. The names of: a. Engineer. b. Contractor. C. Subcontractor. d. Supplier. e. Manufacturer. f. Separate detailer when pertinent. 4. Identification of product or material. 5. Relation to adjacent structure or materials. 01300-5 6. Field dimensions, clearly identified as such. 7. Identification of deviations from Contract Documents. 8. Contractor's stamp, initialed or signed, certifying review of submittal, verification of field measurements and compliance with Contract Documents. 3.03 RESUBMISSION REQUIREMENTS A. Shop Drawings. 1. Revise initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings any changes which have been made other than those requested by Engineer. B. Project Data and Samples: 1. Submit new datum and samples as required for initial submittal. 3.04 DISTRIBUTION OF SUBMITTALS AFTER REVIEW A. Distribute copies of Shop Drawings and Project Datum which carry Engineer's stamp, to: 1. Contractor's file. 2. Job site file. 3. Record Documents file. 4. Other prime contractors. 5. Subcontractors. 6. Supplier. 7. Fabricator. END OF SECTION 01300-6 SPECIFICATIONS No Text TABLE OF CONTENTS VILLAGE OF TEQUESTA STANDARD SPECIFICATIONS Section 00111 Advertisement 1 page Section 00200 Instructions to Bidders 9 pages Section 00410 Bid Form 6 pages Section 00430 Bid Bond 2 pages Section 00431 Tabulation of Subcontractors and Suppliers 00431-1 Section 00440 Florida Trench Safety Act Certification 00440-1 Section 00451 Qualifications Statement 00451-1 thru 00451-8 Section 00452 State of Disputes and Litigation 00452-1 Section 00453 Noncollusion Affidavit 00453-1 Section 00454 Drug -Free Workplace Certificate 00454-1 Section 00455 Public Entity Crimes 00455-1 thru 00455-3 Section 00456 Scrutinized Companies Certification Form 00456-1 thru 00456-2 Section 00520 Agreement 00520-1 thru 00520-12 Section 00610 Performance Bond 4 pages Section 00615 Payment Bond 4 pages 1 Section 00700 General Conditions of the Contract 75 pages Section 00800 Supplemental Conditions of the Contract 11 pages Section 00940 Work Change Directive Form 1 page Section 00941 Change Order Form 1 page Section 00942 Field Order Form 1 page Section 00943 Allowance Release Form 1 page TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENT Section 01010 Summary of Work 01010-1 thru 01010-4 Section 01020 Maintenance and Protection of Properties 01020-1 thru 01020-6 Section 01030 Hurricane Preparedness 01030-1 thru 01030-2 Section 01050 Field Engineering and Surveying 01050-1 thru 01050-4 Section 01060 Regulatory Requirements and Notifications 01060-1 thru 01060-2 Section 01090 Reference Standards 01090-1 thru 01090-6 Section 01150 Measurement & Payment 01150-1 thru 01150-6 Section 01152 Applications for Payment 01152-1 thru 01152-2 Section 01200 Project Meetings 01200-1 thru 01200-4 11 Section 01300 Submittals and Progress Schedules 01300-1 thru 01300-6 Section 01410 Testing Laboratory Services 01410-1 thru 01410-4 Section 01560 Temporary Controls 01560-1 thru 01560-4 Section 01561 Protection of Existing Facilities 01561-1 thru 01561-6 Section 01570 Traffic Regulation 01570-1 thru 01570-4 Section 01600 Material and Equipment 01600-1 thru 01600-6 Section 01700 Contract Close-out 01700-1 th ru 01700-4 Section 01720 Project Record Documents 01720-1 thru 01720-8 DIVISION 2 - SITE WORK Section 02016 Existing Utilities and Underground Structures 02016-1 thru 012016-2 Section 02065 Demolition 02065-1 thru 02065-4 Section 02110 Clearing and Grubbing 02110-1 thru 02110-2 Section 02150 Dewateri ng 02150-1 thru 02150-2 Section 02200 Earthwork, Excavation and Backfill 02200-1 thru 02200-10 Section 02270 Erosion and Sedimentation Control 02270-1 thru 02270-4 Section 02310 Site Grading 02310-1 thru 02310-4 Section 02485 Grassing 02485-1 thru 02485-4 111 Section 02660 Pressure Pipe Systems 02660-1 thru 02660-16 DIVISION 3 — 16 NOT USED APPFNnIr.F.,; A. OWNER ACQUIRED PERMITS a. Army Corps of Engineers Permit (Permit No. SAJ-2021-00197) — PENDING b. Florida Department of Environmental Projection Minor Operating Permit Modification (Permit No. FL0168572-006-IWF7MR) c. Florida Department of Transportation Utility Permit (Permit No. 2021- H-496-00217) 1V VILLAGE OF TEQUESTA TEQUESTA, FL ITB NO. UTIL 09-21 REJECT DISPOSAL MAIN RELOCATION PROJECT (TEMPORARY LOCATION) ADVERTISEMENT FOR BIDS Sealed Bids for the construction of the Village of Tequesta Reject Disposal Main Relocation Project (Temporary Location) will be received by the Village of Tequesta until 2:00 P.M. local time on November 17, 2021 at which time the Bids received will be publicly opened and read. The Project consists of the installation of approximately 175 LF of 12" HDPE reject disposal main within the FDOT easement on the west side of the US-1 bridge and into the Loxahatchee River. The construction will also include installation of appropriate fittings, couplings, stiffeners, sample ports, accessories and appurtenances for a complete and functioning system. Bidding Documents may be viewed and downloaded online www.demandstar.or. Hard copies of bidding Documents may be obtained from Kimley-Horn & Associates, Inc. on Mondays through Fridays between the hours of 7:30 am — 5:30 pm. Bidding Documents are available on compact disc (as portable document format (PDF) files) for a non-refundable charge of $20, including shipping via overnight express service. Alternatively, printed Bidding Documents may be obtained from Kimley-Horn & Associates, Inc. either via in -person pick-up or via mail, upon receipt of payment for the Bidding Documents. The non-refundable cost of printed Bidding Documents is $100 per set, payable to "Kimley-Horn & Associates, Inc.". A pre -bid conference will be held at 11:00 A.M. local time on November 8, 2021 at the Village of Tequesta Council Chambers at 345 Tequesta Drive, Tequesta, FL 33469. Attendance at the pre -bid conference is highly encouraged but is not mandatory. Bids will be received electronically through www.demandstar.org. No other bid formats will be accepted. Electronic bids will remain sealed until the date and time bids are due. Bid security shall be furnished in accordance with the Instructions to Bidders. Any questions regarding the specifications and Solicitation process must be submitted in writing to tammy.culpepper@kimley-horn.com. Questions and requests for clarification and additional information must be received prior to the Deadline for Submission of Questions on November 10, 2021 AT 5:00 PM local time. Pursuant to Section 2-355 of Palm Beach County Ordinance No. 2011-039, and the purchasing policies of the Village of Tequesta, all Solicitations, once advertised, are under the "Cone of Silence" until the appropriate authority has approved an award recommendation, rejected all responses or some other action by the Village to end the selection process. This limits and requires documentation of communications between potential Bidders and/or Bidders on Village Solicitations, the Village's professional staff, and the Village Council members. Owner: Village of Tequesta Date: October 27, 2021 Publication: Demandstar, and Village of Tequesta website + + END OF ADVERTISEMENT FOR BIDS + + INSTRUCTIONS TO BIDDERS ARTICLE 1— DEFINED TERMS 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: A. Issuing Office —The office from which the Bidding Documents are to be issued. ARTICLE 2 — BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents may be obtained from the Issuing Office in the number and format 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 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license for any other use. ARTICLE 3 — QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, Bidder shall submit with its Bid (a) written evidence establishing its qualifications such as financial data, previous experience, present commitments, and other such information as may be called for in Section 00451, and (b) the following additional information: A. Evidence of Bidder's authority to do business in the State of Florida. B. State of Florida contractor license number. C. Subcontractor and Supplier qualification information; coordinate with provisions of Article 12 of these Instructions, "Subcontractors, Suppliers, and Others." D. Provide a minimum of five (5) similar projects which have been completed within the past ten (10) years per Section 00315 - Bidder Qualifications Questionnaire, Article 12, including project description, final project cost, owner's name, address, and phone number. A similar project shall be defined as underground utility (water, wastewater or reclaimed water) installation. 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. 00200, Instructions to Bidders Page 1 ARTICLE 4 —SITE AND OTHER AREAS; EXISTING SITE CONDITIONS; EXAMINATION OF SITE; OWNER'S SAFETY PROGRAM; OTHER WORK AT THE SITE 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. The Supplementary Conditions identify: a. those reports known to Owner of explorations and tests of subsurface conditions at or adjacent to the Site, if any. b. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities), if any. 2. Owner will make copies of reports and drawings referenced above available to any Bidder on request. These reports and drawings are not part of the Contract Documents, but the Technical Data contained therein upon whose accuracy Bidder is entitled to rely, as provided in the General Conditions, has been identified and established in the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any Technical Data or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 3. 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 adjacent 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. On request, the Owner will provide the Bidder access to the Site visit during normal working hours. Bidder shall not disturb any ongoing operations at the Site. B. 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 00200, Instructions to Bidders Page 2 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. C. 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. D. 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. E. Bidder shall not disturb any ongoing operations at the Site. 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 the Site -related 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. 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; 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; 00200, Instructions to Bidders Page 3 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 6.01 A pre -Bid conference will be held at the time and location stated in the invitation or advertisement to bid. Representatives of Owner and Engineer will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. Owner will transmit to all prospective Bidders of record such Addenda as Owner and Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 7 — INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to Owner in writing to the email address stated in the invitation or advertisement to bid. Interpretations or clarifications considered necessary by Owner or 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 7 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 percent of Bidder's maximum Bid price (determined by adding the base bid and all 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 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 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 121 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. 00200, Instructions to Bidders Page 4 ARTI CLE 9 — CO NTRACT TI M ES 9.01 The number of days within which, or the dates by which, the Work is to be substantially completed, and 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 a Milestone, 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, and those "or -equal" or substitute or materials and equipment subsequently approved by Engineer prior to the submittal of Bids and identified by Addendum. No item of material or equipment will be considered by Engineer as an "or -equal" or substitute unless written request for approval has been submitted by Bidder and has been received by Engineer at least 15 days prior to the date for receipt of Bids. Each such request shall comply with the requirements of Paragraphs 7.04 and 7.05 of the General Conditions. The burden of proof of the merit of the proposed item is upon Bidder. Engineer's decision of approval or disapproval of a proposed item will be final. If Engineer approves any such proposed item, such approval will be set forth in an Addendum issued to all prospective Bidders. Bidders shall not rely upon approvals made in any other manner. 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 A Bidder shall be prepared to retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of the Work if required by the Bidding Documents (most commonly in the Specifications) to do so. If a prospective Bidder objects to retaining any such Subcontractor, Supplier, or other individual or entity, and the concern is not relieved by an Addendum, then the prospective Bidder should refrain from submitting a Bid. 12.02 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. 12.03 Unless otherwise required to be submitted with the Bid, 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 for which such identification is required 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 or Engineer, 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 00200, Instructions to Bidders Page 5 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. 12.04 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 will constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to subsequent revocation of such acceptance as provided in Paragraph 7.06 of the General Conditions. ARTICLE 13 — PREPARATION OF BID 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. 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. 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 partnership's address for receiving notices 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 firm's address for receiving notices shall be shown. 13.05 A Bid by an individual shall show the Bidder's name and address for receiving notices. 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 joint venture's address for receiving notices 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 number 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. 00200, Instructions to Bidders Page 6 ARTICLE 14 — BASIS OF BID 14.01 Lump Sum A. Bidders shall submit a Bid on a lump sum basis as set forth in the Bid Form. 14.02 Unit Price A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the unit price section of the Bid Form. B. 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. C. 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. 14.03 Allowances A. For cash allowances the Bid price shall include such amounts as the Bidder deems proper for Contractor's overhead, costs, profit, and other expenses on account of cash allowances, if any, named in the Contract Documents, in accordance with Paragraph 13.02.B of the General Conditions. ARTICLE 15 — SUBMITTAL OF BID 15.01 With each copy of the Bidding Documents, a Bidder is furnished the Bid Form, and, if required, the Bid Bond Form. The Bid Form is to be completed and submitted with the Bid security and the other documents required to be submitted under the terms of Article 7 of the Bid Form. 15.02 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 through DemandStar (www.demandstar.org). 15.03 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. 15.04 The following documents shall be submitted with and made a part of the Bid: Section 00430 Bid Bond Section 00431 Tabulation of Subcontractor and Suppliers Section 00440 Florida Trench Safety Act Certification Section 00451 Qualifications Statement Section 00452 Bidder's Statement of Disputes, Litigation, Arbitration, and Surety Completion Section 00453 Noncollusion Affidavit Section 00454 Drug -Free Workplace Certificate Section 00455 Sworn Statement on Public Entity Crimes 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 00200, Instructions to Bidders Page 7 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. ARTICLE 17 — OPENING OF BIDS 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. To determine the Bid prices for purposes of comparison, Owner shall announce to all bidders a "Base Bid plus alternates" budget after receiving all Bids, but prior to opening them. 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 alternate Bids for which Owner determines funds will be available at the time of award. 00200, Instructions to Bidders Page 8 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. ARTICLE 20 — BONDS AND INSURANCE 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 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. Within ten days thereafter, 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 22.01 Owner is exempt from Florida state sales and use taxes on materials and equipment to be incorporated in the Work. (Certificate No. 85-8015833079C-7). Said taxes shall not be included in the Bid. Refer to Paragraph SC-7.09 of the Supplementary Conditions for additional information. ARTICLE 23 — ADA ACCESSIBILITY 23.01 The Village of Tequesta strives to be an inclusive environment. As such, it is the Village's policy to comply with the requirements of Title II of the American with Disabilities Act of 1990 ("ADA") by ensuring that the Contractor's [agreement/bid documents and specifications] are accessible to individuals with disabilities. To comply with the ADA, the Contractor shall provide a written statement indicating that all [agreement/bid documents and specifications], from Contractor, including files, images, graphics, text, audio, video, and multimedia, shall be provided in a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0 (Dec. 11, 2008) ("WCAG 2.0 Level AA"), published by the World Wide Web Consortium ("WK"), Web Accessibility Initiative ("WAI"), available at www.w3.org/TR/WCAG/. 00200, Instructions to Bidders Page 9 BID FORM FOR CONSTRUCTION CONTRACT The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. ARTICLE 1—OWNER AND BIDDER 1.01 This Bid is submitted to: Village of Tequesta C/O Village Clerk 345 Tequesta Drive Tequesta FL, 33469 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—ATTACHMENTS TO THIS BID 2.01 The following documents are submitted with and made a condition of this Bid: A. Required Bid security; B. List of Proposed Subcontractors; C. List of Proposed Suppliers; D. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such authority within the time for acceptance of Bids; E. Contractor's license number as evidence of Bidder's State Contractor's License or a covenant by Bidder to obtain said license within the time for acceptance of Bids; F. Required Bidder Qualification Statement with supporting data; and G. Florida Trench Safety Act Certification; H. Statement of Disputes, Litigation, Arbitration, And Surety Completion; I. Noncollusion Affidavit; J. Drug -Free Workplace Certificate; K. Sworn Statement on Public Entity Crimes; L. Scrutinized Companies Certification Form ARTICLE 3—BASIS OF BID 3.01 Lump Sum Bids A. Bidder will complete the Work in accordance with the Contract Documents for the following lump sum (stipulated) price(s): Section 00410, Bid Form for Construction Contract Page 1 of 5 1. Lump Sum Price Item No. Description Bid Amount GC-1 Bonds and Insurance $ GC-2 Mobilization / Demobilization $ GC-3 Maintenance of Traffic (Channel Control) $ GC-4 Survey and Record Drawings $ RM-1 Reject Main (Landward Side) $ RM-2 Reject Main (Seawall / Water Side) $ RM-3 12-inch Concrete Piles $ RM-4 Restoration $ Contingency Allowance $10,000 Total Bid Price $ ARTICLE 4—TIME OF COMPLETION 4.01 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. 4.02 Bidder agrees that the Work will be substantially complete within 90 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 120 calendar days after the date when the Contract Times commence to run. 4.03 Bidder accepts the provisions of the Agreement as to liquidated damages. ARTICLE 5-13IDDER'S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF ADDENDA 5.01 Bid Acceptance Period A. This Bid will remain subject to acceptance for 120 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner. 5.02 Instructions to Bidders A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. Section 00410, Bid Form for Construction Contract Page 2 of 5 5.03 Receipt of Addenda A. Bidder hereby acknowledges receipt of the following Addenda: I Addendum Number I Addendum Date I ARTICLE 6—BIDDER'S REPRESENTATIONS AND CERTIFICATIONS 6.01 Bidder's Representations A. In submitting this Bid, Bidder represents the following: 1. Bidder has examined and carefully studied the Bidding Documents, including Addenda. 2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work. 4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings. 5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings. 6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and (c) Bidder's (Contractor's) safety precautions and programs. 7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. 8. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. Section 00410, Bid Form for Construction Contract Page 3 of 5 9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. 10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents. 6.02 Bidder's Certifications A. The Bidder certifies the following: 1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 3. Bidder has not solicited or induced any individual or entity to refrain from bidding. 4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A: a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process. b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition. c. Collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels. d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. Section 00410, Bid Form for Construction Contract Page 4 of 5 BIDDER hereby submits this Bid as set forth above: Bidder: (typed or printed name of organization) By: (individual's signature) Name: (typed or printed) Title: (typed or printed) Date: (typed or printed) If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign. Attest: (individual's signature) Name: (typed or printed) Title: (typed or printed) Date: (typed or printed) Address for giving notices: Bidder's Contact: Name: (typed or printed) Title: (typed or printed) Phone: Email: Address: Bidder's Contractor License No.: Section 00410, Bid Form for Construction Contract Page 5 of 5 BID BOND (PENAL SUM FORM) Bidder Surety Name: Name: Address (principal place of business): Address (principal place of business): Owner Bid Name: Village of Tequesta Project (name and location): Address (principal place of business): Reject Disposal Main Temporary Relocation 345 Tequesta Drive Tequesta, FL 33469 Bid Due Date: November 17, 2021 Bond Penal Sum: Date of Bond: Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. Bidder Surety (Full formal name of Bidder) (Full formal name of Surety) (corporate seal) By: By: (Signature) (Signature) (Attach Power of Attorney) Name: Name: (Printed or typed) (Printed or typed) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or typed) (Printed or typed) Title: Title: Notes: (1) Note: Addresses are to be used for giving any required notice. (2) Provide execution by any additional parties, such as joint venturers, if necessary. EJCDC° C-430, Bid Bond (Penal Sum Form). Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 2 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 will be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder occurs 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 will 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 does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent. 6. No suit or action will 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 will be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder must 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 Postal Service registered or certified mail, return receipt requested, postage pre -paid, and will 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 will 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 governs and the remainder of this Bond that is not in conflict therewith continues in full force and effect. 11. The term "Bid" as used herein includes a Bid, offer, or proposal as applicable. EJCDC° C-430, Bid Bond (Penal Sum Form). Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 2 SECTION 00431 TABULATION OF SUBCONTRACTORS AND SUPPLIERS The Undersigned states that the following is a full and complete list of the proposed subcontractors and suppliers on this Project and the class of work to be performed by each and that such list will not be added to nor altered without written consent to the Owner through the Engineer. (1) (2) (3) (4) (5) (7) SUBCONTRACTOR OR SUPPLIER CLASS OF WORK OR MATERIAL AND ADDRESS BIDDER: By: Name: Title: Date: 00431-1 TABULATION OF SUBCONTRACTORS AND SUPPLIERS SECTION 00440 FLORIDA TRENCH SAFETY ACT CERTIFICATION The Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are costs for complying with the most current version of the Florida Trench Safety Act (90- 96, Laws of Florida). The Bidder further identifies the costs to be summarized below: Cost/Linear Foot Total Cost 1. Trench Safety Act Compliance $ $ 2. Special Shoring $ $ Identify method of compliance for Item # 1: Identify or attach a copy of Special Shoring Requirements for Item #2: The undersigned certifies that he/she is the Contractor who will perform the trench excavation for this project and hereby gives written assurance that Contractor will comply with the applicable trench safety standards specifically set forth in Florida's Trench Safety Act (90-96, Laws of Florida). BIDDER: By: Name: Title: Sworn to and subscribed before me this Notary Public My Commission Expires: day of 20 00440-1 FLORIDA TRENCH SAFETY ACT CERTIFICATION QUALIFICATIONS STATEMENT THE INFORMATION SUPPLIED IN THIS DOCUMENT WILL BECOME A PUBLIC RECORD OF THE VILLAGE OF TEQUESTA SUBJECT TO INSPECTION AND COPYING. IT IS THE RESPONSIBILITY OF THE BIDDER TO IDENTIFY ANY EXEMPT OR CONFIDENTIAL INFORMATION AND APPLICABLE STATUTORY CITATION UNDER FLORIDA'S PUBLIC RECORDS LAWS WHEN SUBMITTING ITS BID. THE VILLAGE IS RELYING ON THE BIDDER TO PROPERLY IDENTIFY SUCH RECORDS AND APPLICABLE SECTION OF THE FLORIDA STATUTES. BY MARKING A RECORD AS EXEMPT OR CONFIDENTIAL THE BIDDER AGREES TO INDEMNIFY THE VILLAGE FOR ALL COSTS, INCLUDING ATTORNEY'S FEES AND ANY AWARD UNDER § 119.12 FOR COSTS OF ENFORCEMENT, INCURRED IN LITIGATION DEFENDING A SUCCESSFUL CLAIM THAT THE BIDDER ERRONEOUSLY MARKED A RECORD EXEMPT OR CONFIDENTIAL IN VIOLATION OF THE PUBLIC 1. SUBMITTED BY: Official Name of Firm: Address: 2. SUBMITTED TO: 3. SUBMITTED FOR: Owner: Project Name: TYPE OF WORK: RECORDS LAWS. 00451, Qualifications Statement Page 1 of 8 4. CONTRACTOR'S CONTACT INFORMATION Contact Person: Title: Phone: Email: 5. AFFILIATED COMPANIES: Name: Address: 6. TYPE OF ORGANIZATION: ❑ SOLE PROPRIETORSHIP Name of Owner: Doing Business As: Date of Organization: ❑ PARTNERSHIP Date of Organization: Type of Partnership: Name of General Partner(s): F-1 CORPORATION State of Organization: Date of Organization: Executive Officers: 00451, Qualifications Statement Page 2 of 8 - President: -Vice President(s): - Treasurer: - Secretary: F-I LIMITED LIABILITY COMPANY State of Organization: Date of Organization: Members: F-I JOINT VENTURE Sate of Organization: Date of Organization: Form of Organization: Joint Venture Managing Partner - Name: - Address: Joint Venture Managing Partner - Name: - Address: 00451, Qualifications Statement Page 3 of 8 Joint Venture Managing Partner 7. LICENSING 8. CERTIFICATIONS - Name: - Address: Jurisdiction: Type of License: License Number: Jurisdiction: Type of License: License Number: Disadvantage Business Enterprise: Minority Business Enterprise: Woman Owned Enterprise: Small Business Enterprise: Other ( ): 9. BONDING INFORMATION Bonding Company: Address: Bonding Agent: CERTIFIED BY: 00451, Qualifications Statement Page 4 of 8 Address: Contact Name: Phone: Aggregate Bonding Capacity: Available Bonding Capacity as of date of this submittal: 10. FINANCIAL INFORMATION Financial Institution: Address: Account Manager: Phone: INCLUDE AS AN ATTACHMENT AN AUDITED BALANCE SHEET FOR EACH OF THE LAST 3 YEARS 11. CONSTRUCTION EXPERIENCE: Current Experience: List on Schedule A all uncompleted projects currently under contract (If Joint Venture list each participant's projects separately). Previous Experience: List on Schedule B all projects completed within the last 5 Years (If Joint Venture list each participant's projects separately). Has firm listed in Section 1 ever failed to complete a construction contract awarded to it? ❑YES ❑ NO If YES, attach as an Attachment details including Project Owner's contact information. 00451, Qualifications Statement Page 5 of 8 Has any Corporate Officer, Partner, Joint Venture participant or Proprietor ever failed to complete a construction contract awarded to them in their name or when acting as a principal of another entity? F-1 YES ❑ NO If YES, attach as an Attachment details including Project Owner's contact information. Are there any judgments, claims, disputes or litigation pending or outstanding involving the firm listed in Section 1 or any of its officers (or any of its partners if a partnership or any of the individual entities if a joint venture)? ❑YES ❑ NO If YES, attach as an Attachment details including Project Owner's contact information. 12. SAFETY PROGRAM: Name of Contractor's Safety Officer: Include the following as attachments: Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) OSHA No. 300- Loy &Summary of Occupational Injuries &Illnesses for the past 5 years. Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) list of all OSHA Citations &Notifications of Penalty (monetary or other) received within the last 5 years (indicate disposition as applicable) - IF NONE SO STATE. Provide as an Attachment Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) list of all safety citations or violations under any state all received within the last 5 years (indicate disposition as applicable) - IF NONE SO STATE. Provide the following for the firm listed in Section V (and for each proposed Subcontractor furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) the following (attach additional sheets as necessary): Workers' compensation Experience Modification Rate (EMR) for the last 5 years: YEAR EMR YEAR EMR YEAR EMR YEAR EMR YEAR EMR 00451, Qualifications Statement Page 6 of 8 Total Recordable Frequency Rate (TRFR) for the last 5 years: YEAR TRFR YEAR TRFR YEAR TRFR YEAR TRFR YEAR TRFR Total number of man-hours worked for the last 5 Years: YEAR TOTAL NUMBER OF MAN-HOURS YEAR TOTAL NUMBER OF MAN-HOURS YEAR TOTAL NUMBER OF MAN-HOURS YEAR TOTAL NUMBER OF MAN-HOURS YEAR TOTAL NUMBER OF MAN-HOURS Provide Contractor's (and Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid) Days Away From Work, Days of Restricted Work Activity or Job Transfer (DART) incidence rate for the particular industry or type of Work to be performed by Contractor and each of Contractor's proposed Subcontractors and Suppliers) for the last 5 years: YEAR DART YEAR DART YEAR DART YEAR DART YEAR DART 13. EQUIPMENT: MAJOR EQUIPMENT: List on Schedule C all pieces of major equipment available for use on Owner's Project. 00451, Qualifications Statement Page 7 of 8 HEREBY CERTIFY THAT THE INFORMATION SUBMITTED HEREWITH, INCLUDING ANY ATTACHMENTS, IS TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME OF ORGANIZATION: An TITLE: DATED: NOTARY ATTEST: SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF .120 NOTARY PUBLIC - STATE OF MY COMMISSION EXPIRES: REQUIRED ATTACHMENTS 1. Schedule A (Current Experience). 2. Schedule B (Previous Experience). 3. Schedule C (Major Equipment). 4. Audited balance sheet for each of the last 3 years for firm named in Section 1. 5. Evidence of authority for individuals listed in Section 7 to bind organization to an agreement. 6. Resumes of officers and key individuals (including Safety Officer) of firm named in Section 1. 7. Required safety program submittals listed in Section 13. 8. Additional items as pertinent. 00451, Qualifications Statement Page 8 of 8 U cn i O O U 4 c6 cn O O N Q c6 C) U ro i O U N v w O O O O O O O v CL a) CL 0- a� 0- a) 0- aU 0- a� 0- CL CL (U � 0- 0- Q CL 'N E N E N E N E N E N E N E N au m O a, ru O a m O a, m O a, ru O a, m O a, ru O a, C) Z U Z U Z U Z U Z U Z U Z U O N a- U ro O N N N N N N N O N O N O N O N O N O N O N cn N N N cn N c� cn N cn N N N S L Q Q Q Q F L Q L Q Q m _� N m _� f6 _ f6 _0 N fa _0 a) f6 _0 a) m _0 _� N O Z Q z Q z Q z Q z Q z Q z Q E C6 z U 0 a_ m W J C) W U Ln Ln ca v v U i O O U 4 c6 cn O O N Q ca 0 U Cp i O U i N v w O O O O O O O a; a a; CL a; 0- a; 0- a; 0- a) 0- a; OL Q Q Q 0- Q Q Q 'N E E N E N E N E N E N E E N E E N a� m O a, ru O a m O a, m O a, m O a, m O a, m O w C) Z U Z U Z U F-- Z U F-- Z U Z U Z U O v a U f� O O N N N N N N cn N O N O N O N O N O N O N O N V) N a) cN N -C N cn w -C N cN N w 0 N N Ln a N cN N S L � Q L Q Q f6 _0 __0 N m _0 -0)F N m _0 0) m _ N m _ N m _0 41 m _ N O Z Q z Q z Q z Q z Q z Q z Q E m z U 0 m W J C) W U cn i O O U 4 c6 cn O O N Q c6 C) U ro i O U i N v w O O O O O O O v CL a) CL 0- a� 0- a) 0- aU 0- a� OL CL CL (U � 0- 0- Q CL 'N E N E N E N E N E N E E N E E N au m O a, ru O a m O a, m O a, ru O a, m O a, ru O a, C) Z U Z U Z U Z U Z U Z U Z U O N a- U ro O N N N N N N N O N O N O N O N O N O N N O N N N N N N N � N N S L Q Q Q Q F L Q L Q Q m _� N m _0 _� w f6 _ f6 _0 N fa _0 a) f6 _0 0) m _0 _� N O Z Q z Q z Q z Q z Q z Q z Q E C6 z U a) 0 a_ w 0 w U Ln w J Q 0 W 1C D Cf U Q z O 0 z O U LU 0 w Q U DC w H M-I r� V h--I I--1 W h-I �I W W CA CA ^W H FM -I N--I H d H Q w H a Q d H O h O¢ wx ¢z Qo w z ¢x�zw w x w Ww�w� Q z�oW w ti O a 60 SECTION 00453 NONCOLLUSION AFFIDAVIT The undersigned affirms that: a. He/she is duly authorized to execute the contract attached as part of these bid documents, b. This company, corporation, firm, partnership or individual has not prepared this bid in collusion with any other bidder or the Village of Tequesta, c. The contents of this bid as to prices, terms or conditions of said bid have not been communicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid, d. He/she is fully informed respecting the preparation and contents of the attached bid and of all pertinent circumstances respecting such bid; e. Such bid is genuine and is not a collusive or sham bid; f. The price or prices quoted in the attached bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Contractor: Address: Phone: Bidder (Print Name): Position with Company: [Bidder Signature] [date] or Fax Number: THE STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me by means of [ ]physical presence ] online notarization this day of I by who is [ ]personally known to me or [ ]who has produced a as identification and who did/did not take an oath. (SEAL) Notary Public State of Florida 00453-1 NONCOLLUSION AFFIDAVIT SECTION 00454 DRUG -FREE WORKPLACE CERTIFICATE I, the undersigned, in accordance with Florida Statute 287.087, hereby certify that (Print or Type Name of Firm) • Publishes a written statement notifying that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace named above, and specifying actions that will be taken against violations of such prohibition. • Informs employees about the dangers of drug abuse in the workplace; the firm's policy of maintaining a drug -free working environment and available drug counseling, rehabilitation, and employee assistance programs; and the penalties that may be imposed upon employees for drug - use violations. • Gives each employee engaged in providing commodities or contractual services that are under bid or proposal a copy of the statement specified above. • Notifies the employees that as a condition of working on the commodities or contractual services under bid or proposal, the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 1893 or any controlled substance law of the State of Florida or the United States for a violation occurring in the workplace, no later than 5 days after such conviction, and requires employees to sign copies of such written statement to acknowledge their receipt. • Imposes a sanction on or requires the satisfactory participation in a drug -abuse assistance or rehabilitation program, if such is available in the employee's community, by any employee who is so convicted. • Makes a good faith effort to continue to maintain a drug -free workplace through the implementation of the drug -free workplace program. "As a person authorized to sign this statement, I certify that the business, firm, or corporation named above complies fully with the requirements set forth herein." Authorized Signature Date Signed State of: County of: Sworn to and subscribed before me this day of , 20 Personally known or Produced Identification Signature of Notary (Specify Type of Identification) My Commission Expires 00454-1 DRUG -FREE WORKPLACE CERTIFICATE SECTION 00455 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUES, 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 By For [print name of the public entity] [print individual's name and title] [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 287.13 3 (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 of 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 of 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 287.13 3 (1)(b), Florida Statutes, means a finding or 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 287.13 3 (1)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime: or b. 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 00455-1 PUBLIC ENTITY CRIMES 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. 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 officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity, has 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 the 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. 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 the 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 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] [date] 00455-2 PUBLIC ENTITY CRIMES THE STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me by means of [ ]physical presence or ] online notarization this day of , who is [ ]personally known to me or who has [ as identification and who did/did not take an oath. (SEAL) Notary Public State of Florida by ] produced a 00455-3 PUBLIC ENTITY CRIMES SECTION 00456 SCRUTINIZED COMPANIES CERTIFICATION FORM By execution below, I, following certifications: on behalf of (hereinafter, the "Contractor"), hereby swear or affirm to the The following certifications apply to all procurements: 1. The Contractor has reviewed section 215.4725, Florida Statutes, section 215.473, Florida Statutes and section 287.135, Florida Statutes, and understands the same. 2. The Contractor is not on the Scrutinized Companies that Boycott Israel List nor is the Contractor engaged in a boycott of Israel. 3. If awarded a contract, the Contractor agrees to require these certifications for applicable subcontracts entered into for the performance of work/services under this procurement. 4. If awarded a contract, the Contractor agrees that the certifications in this section shall be effective and relied upon by the City for the entire term of the contract, including any and all renewals. If the contract awarded hereunder is for one million dollars or more, the following additional certifications apply: 1. The Contractor is not on the Scrutinized Companies with Activities in Sudan List. 2. The Contractor is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List. 3. The Contractor is not engaged in business operations in Cuba or Syria. 5. If awarded a contract, the Contractor agrees to require these certifications for applicable subcontracts entered into for the performance of work/services under this procurement. 6. If awarded a contract, the Contractor agrees that the certifications in this section shall be effective and relied upon by the City for the entire term of the contract, including any and all renewals. The Village may terminate this Agreement at the Village's option if the Contractor is found to have submitted a false certification, been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria. CONTRACTOR: By: Name: Title: Date: STATE OF FLORIDA COUNTY OF 00456-1 SCRUTINIZED COMPANIES day of The foregoing instrument was sworn to (or affirmed) and subscribed before this , 20 by who is the of , who is personally known to me or who has produced. as identification. NOTARY PUBLIC Printed Name of Notary_ My Commission expires: 00456-2 SCRUTINIZED COMPANIES AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE) THIS AGREEMENT is by and between Village of Tequesta ("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: ARTICLE 2 —THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: The installation of approximately 175 LF of 12" HDPE reject disposal main within the FDOT easement on the west side of the US-1 bridge and into the Loxahatchee River. The construction will also include installation of appropriate fittings, couplings, stiffeners, sample ports, accessories and appurtenances for a complete and functioning system. ARTICLE 3 — ENGINEER 3.01 The part of the Project that pertains to the Work has been designed by Kimley-Horn & Associates, Inc. 3.02 The Owner has retained Kimley-Horn & 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. ARTI CLE 4 — CO NTRACT TI M ES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Days A. The Work will be substantially completed within 90 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 120 days after the date when the Contract Times commence to run. 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 and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the 00520, Agreement Page 1 of 12 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 $500.00 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 Times (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $1,000.00 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 not additive and will not be imposed concurrently. 4.04 Special Damages A. In addition to the amount provided for liquidated damages,. Contractor shall reimburse Owner (1) for any fines or penalties imposed on Owner as a direct result of the Contractor's failure to attain Substantial Completion according to the Contract Times. 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 a lump sum of: $ All specific cash allowances are included in the above price in accordance with Paragraph 13.02 of the General Conditions. B. For all Work, at the prices stated in Contractor's Bid, attached hereto as an exhibit. 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 on or about the 25th day of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 00520, Agreement Page 2 of 12 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract a. 90 percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, the retainage will be reduced in accordance with Florida Statute 218.735; and b. 90 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the punch list of items to be completed or corrected prior to final payment. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06. ARTICLE 7 — INTEREST 7.01 All amounts not paid when due shall bear interest at the rate of 1 percent per annum. 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 00520, Agreement Page 3 of 12 observations obtained from visits to the Site; the Contract Documents; and the Site -related reports and drawings 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. 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 (pages 1 to , inclusive). 2. Performance bond (pages to , inclusive). 3. Payment bond (pages to , inclusive). 4. General Conditions (pages to , inclusive). 5. Supplementary Conditions (pages to , inclusive). 6. Specifications as listed in the table of contents of the Project Manual. 7. Drawings (not attached but incorporated by reference) consisting of sheets with each sheet bearing the following general title: [or] the Drawings listed on the attached sheet index. 8. Addenda (numbers to , inclusive). 9. Exhibits to this Agreement (enumerated as follows): a. Contractor's Bid (pages _ to inclusive). 10. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Orders. 00520.. Agreement Page 4 of 12 d. Field Orders. B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions. 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; 00520, Agreement Page 5 of 12 3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 10.06 Indemnity A. The parties recognize that the Contractor is an independent contractor. The Contractor agrees to assume liability for and indemnify, hold harmless, and defend the Owner, its council members, mayor, officers, employees, agents, and attorneys of, from, and against all liability and expense, including reasonable attorney's fees, in connection with any and all claims, demands, damages, actions, causes of action, and suits in equity of whatever kind or nature, including claims for personal injury, property damage, equitable relief, or loss of use, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor, its agents, officers, Contractors, subcontractors, employees, or anyone else utilized by the Contractor in the performance of this Contract. The Contractor's liability hereunder shall include all attorney's fees and costs incurred by the Owner in the enforcement of this indemnification provision. This includes claims made by the employees of the Contractor against the Owner and the Contractor hereby waives its entitlement, if any, to immunity under Section 440.11, Florida Statutes. The obligations contained in this provision shall survive termination of this Contract and shall not be limited by the amount of any insurance required to be obtained or maintained under this Contract. B. Subject to the limitations set forth in this Section, Contractor shall assume control of the defense of any claim asserted by a third party against the Owner and, in connection with such defense, shall appoint lead counsel, in each case at the Contractor's expense. The Owner shall have the right, at its option, to participate in the defense of any third party claim, without relieving Contractor of any of its obligations hereunder. If the Contractor assumes control of the defense of any third party claim in accordance with this paragraph, the Contractor shall obtain the prior written consent of the Owner before entering into any settlement of such claim. Notwithstanding anything to the contrary in this Section, the Contractor shall not assume or maintain control of the defense of any third party claim, but shall pay the fees of counsel retained by the Owner and all expenses, including experts' fees, if (i) an adverse determination with respect to the third party claim would, in the good faith judgment of the Owner, be detrimental in any material respect to the Owner's reputation; (ii) the third party claim seeks an injunction or equitable relief against the Owner; or (iii) the Contractor has failed or is failing to prosecute or defend vigorously the third party claim. Each party shall cooperate, and cause its agents to cooperate, in the defense or prosecution of any third party claim and shall furnish or cause to be furnished such records and information, and attend such conferences, discovery proceedings, hearings, trials, or appeals, as may be reasonably requested in connection therewith. C. It is the specific intent of the parties hereto that the foregoing indemnification complies with Section 725.06, Florida Statutes, as amended. Contractor expressly agrees that it will not claim, and waives any claim, that this indemnification violates Section 725.06, Florida Statues. Nothing contained in the foregoing indemnification shall be construed as a waiver of any immunity or limitation of liability the Owner may have under the doctrine of sovereign immunity or Section 768.28, Florida Statutes. 00520, Agreement Page 6 of 12 10.07 Governing Law and Remedies A. The validity of this Agreement and of any of its terms or provisions, as well as the rights and duties of the parties hereunder, shall be governed by the laws of the State of Florida and venue for any and all disputes related to or arising from this Agreement shall be in Palm Beach County, Florida. B. No remedy herein conferred upon any party is intended to be exclusive of any other remedy, and each and every such remedy shall be cumulative and shall be in addition to every other remedy given hereunder or now or hereafter existing at law or in equity or by statute or otherwise. No single or partial exercise by any party of any right, power, or remedy hereunder shall preclude any other or further exercise thereof. 10.08 Office of the Inspector General A. Palm Beach County has established the Office of the Inspector General, which is authorized and empowered to review past, present, and proposed County programs, contracts, transactions, accounts and records. The Inspector General (IG) has the power to subpoena witnesses, administer oaths, require the production of records, and monitor existing projects and programs. The Inspector General may, on a random basis, perform audits on all Owner contracts. 10.09 Public Records Contractor shall comply with Florida's Public Records Act, Chapter 119, Florida Statutes, and, if determined to be acting on behalf of the Owner as provided under section 119.011(2), Florida Statutes, specifically agrees to: (a) Keep and maintain public records required by the Owner to perform the service. Upon request from the Owners's custodian of public records or designee, provide the Owner with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. ll Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized bylaw for the duration of this Contract and following completion of this Contract if the Contractor does not transfer the records to the Owner. Upon completion of this Contract, transfer, at no cost, to the Owner all public records in possession of the Contractor or keep and maintain public records required by the Owner to perform the service. If the Contractor transfers all public records to the Owner upon completion of the Contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the Contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the Owner, upon request from the Owner's custodian of public records or designee, in a format that is compatible with the information technology systems of the Owner. 00520, Agreement Page 7 of 12 IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS OR DESIGNEE AT 561-768-0443, Imcwilliams@teguesta.org, OR BY MAIL AT VILLAGE OF TEQUESTA, 345 TEQUESTA DRIVE, TEQUESTA, FL 33469. 10.10 Insurance A. The limits of liability for insurance required by Paragraph 6.03 of the General Conditions shall provide coverage for not less that the following amounts or greater where required by Law and Regulations: 1. Workers' Compensation, and related coverages under Paragraphs 6.03.A.1 and A.2 of the General Conditions: a. State Statutory b. Applicable Federal Statutory C. Employer Liability: Bodily injury, each accident $1,000,000 Bodily injury by disease, each employee $500,000 Bodily injury/disease aggregate $1,000,000 d. Foreign voluntary worker compensation Statutory 2. Contractor's Commercial General Liability under Paragraphs 6.03.13 and 6.03.0 of the General Conditions: a. General Aggregate $2,000,000 b. Products — Completed Operations Aggregate $21000,000 C. Personal and Advertising Injury $1,000,000 d. Each Occurrence $1,000,000 (Bodily Injury and Property Damage) 3. Automobile Liability under paragraph 6.03.D of the General Conditions: a. Bodily Injury: Each Person $500,000 Each Accident $1,000,000 b. Property Damage: Each Incident $1,000,000 4. Umbrella of Excess Liability under paragraph 6.03.E of the General Conditions: a. Excess or Umbrella Liability 1) General Aggregate $5,000,000 2) Each Occurrence $1.,000"000 5. Contractor's Pollution Liability under paragraph 6.03.F of the General Conditions: a. Contractor's Pollution Liability 1) General Aggregate $2,000,000 2) Each Occurrence $1,000,000 00520, Agreement Page 8 of 12 6. Additional Insureds include the respective officers, partners, directors, employees, agents, consultants, and subconsultants of the following firms and municipal government(s): a. Village of Tequesta 10.11 Audit By Owner A. The Contractor shall permit the Owner, or any authorized representatives of the Owner, at all reasonable times, access to and the right to examine all records, books, papers or documents related to the Contractor's performance under this Agreement including, but not limited to, expenses for sub -contractors, agents or assistants, direct and indirect charges for work performed and detailed documentation for all such work performed or to be performed under this Agreement. 10.12 Copies of Data/Documents A. Copies or original documents prepared by the Contractor in relation to work associated with this Agreement shall be provided to the Owner. Data collected, stored, and/or provided shall be in a form acceptable to the Owner and agreed upon by the Owner. 10.13 Ownership A. Each and every report, draft, work product, map, record, and other document reproduced, prepared, or caused to be prepared by the Contractor pursuant to or in connection with this Agreement shall be the exclusive property of the Owner. 10.14 Limitations of Liability A. Under no circumstances shall either party be liable to the other for any consequential, incidental, special, punitive, or any other form of indirect or non -compensatory damages. 10.15 Enforcement Costs A. All parties shall be responsible for their own attorneys' fees, court costs and expenses if any legal action or other proceeding is brought for any dispute, disagreement, or issue of construction or interpretation arising hereunder whether relating to the Agreement's execution, validity, the obligations provided therein, or performance of this Agreement, or because of an alleged breach, default or misrepresentation in connection with any provisions of this Agreement. 10.16 Copyrights and/or Patent Rights A. Contractor warrants that there has been no violation of copyrights and/or patent rights in the manufacturing, producing or selling of the goods, shipped or ordered, as a result of this Agreement and the Contractor agrees to hold the Owner harmless from any and all liability, loss, or expense occasioned by any such violation. 10.17 Protection of Property A. The Contractor shall at all times guard against damage or loss to the property of the Owner or of other vendors or contractors and shall be held responsible for replacing or repairing any such loss or damage. The Owner may withhold payment or make such deductions as deemed necessary to insure reimbursement or replacement for loss or damage to property through negligence of the successful Contractor or its agents. The Contractor shall be responsible to safeguard all of their property such as tools and equipment while on site. The Owner will not be held responsible for any loss of Contractor property due to theft or vandalism. 00520, Agreement Page 9 of 12 10.18 Damage to Persons or Property A. The responsibility for all damage to person or property arising out of or on account of Scope of Work done under this Contract shall rest upon the Contractor. 10.19 Discrimination A. The Contractor warrants and represents that all of its employees are treated equally during employment without regard to race, color, religion, disability, sex, age, national origin, ancestry, political affiliation, marital status, handicap, or sexual orientation. Further, Contractor shall not discriminate or permit discrimination against any employee or an applicant for employment on the basis of race, color, sex, religion, political affiliation, natural origin, ancestry, marital status, sexual orientation or handicap. 10.20 Construction Defects A. PURSUANT TO SECTION 558.005, FLORIDA STATUTES, ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE NOT SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. 10.21 Public Entity Crimes Contractor acknowledges and agrees that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier or sub -contractor under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statues, for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. The Contractor will advise the Owner immediately if it becomes aware of any violation of this statute. 10.22 Scrutinized Companies A. Contractor certifies that it and its subcontractors are not on the Scrutinized Companies that Boycott Israel List and are not engaged in the boycott of Israel. Pursuant to section 287.135, Florida Statutes, the Owner may immediately terminate this Agreement at its sole option if the Contractor or any of its subcontractors are found to have submitted a false certification; or if the Contractor or any of its subcontractors, are placed on the Scrutinized Companies that Boycott Israel List or is engaged in the boycott of Israel during the term of this Agreement. B. If this Agreement is for one million dollars or more, the Contractor certifies that it and its subcontractors are also not on the Scrutinized Companies with Activities in Sudan List, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria as identified in Section 287.135, Florida Statutes. Pursuant to Section 287.135, the Owner may immediately terminate this Agreement at its sole option if the Contractor, or any of its subcontractors are found to have submitted a false certification; or if the Contractor or any of its subcontractors are placed on the Scrutinized Companies with Activities in Sudan List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or are or have been engaged with business operations in Cuba or Syria during the term of this Agreement. C. The Contractor agrees to observe the above requirements for applicable subcontracts entered into for the performance of work under this Agreement. 00520, Agreement Page 10 of 12 D. The Contractor agrees that the certifications in this section shall be effective and relied upon by the Owner for the term of this Agreement, including any and all renewals. E. The Contractor agrees that if it or any of its subcontractors' status changes in regards to any certification herein, the Contractor shall immediately notify the Owner of the same. F. As provided in Subsection 287.135(8), Florida Statutes, if federal law ceases to authorize the above -stated contracting prohibitions then they shall become inoperative. 00520, Agreement Page 11 of 12 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on (which is the Effective Date of the Contract). VILLAGE: CONTRACTOR: By: Title: Mayor Attest: Title: Village Clerk Approved as to Form: Title: Village Attorney Address for giving notices: Village Manager 345 Tequesta Drive Tequesta FL, 33469 By: Title: (Seal) The foregoing instrument was sworn to (or affirmed) and subscribed before this _ day of 20 by . who is [ ] personally know to me or [ ] who has produced a as identification and who did/did not take an oath. (Seal) Notary Public State of Florida Address for giving notices: License No.: (where applicable) 00520, Agreement Page 12 of 12 Contractor Surety Name: [Full formal name of Contractor] Name: [Full formal name of Surety] Address (principal place of business): Address (principal place of business): [Address of Contractor's principal place of [Address of Surety's principal place of business] business] Owner Contract Name: Village of Tequesta Description (name and location): Mailing address (principal place of business): Reject Disposal Main Relocation Project Northwest of US-1 Bridge 345 Tequesta Drive Tequesta, FL 33469 Contract Price: [Amount from Contract] Effective Date of Contract: [Date from Contract] Bond Bond Amount: [Amount] Date of Bond: [Date] (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form: ❑X None ❑ See Paragraph 16 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Performance Bond, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Surety) (corporate seal) By: By: (Signature) (Sign a ture) (Attach Power of Attorney) Name: Name: (Printed or typed) (Printed or typed) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or typed) (Printed or typed) 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 is considered plural where applicable. EJCDC° C-610, Performance Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 4 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond will arise after: 3.1. The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice may indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 will be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement does not waive the Owner's right, if any, subsequently to declare a Contractor Defa u It; 3.2. The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; a n d 3.3. The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. 4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 does not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. 5. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 5.1. Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; 5.2. Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; 5.3. Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or 5.4. Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: EJCDC° C-610, Performance Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 4 5.4.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or 5.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. 6. If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 5.4, and the Owner refuses the payment, or the Surety has denied liability, in whole or in part, without further notice, the Owner shall be entitled to enforce any remedy available to the Owner. 7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the responsibilities of the Surety to the Owner will not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety will not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for: 7.1. the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 7.2. additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and 7.3. liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. 8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Surety's liability is limited to the amount of this Bond. 9. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price will not be reduced or set off on account of any such unrelated obligations. No right of action will accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns. 10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 11. Any proceeding, legal or equitable, under this Bond must be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and must be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit will be applicable. 12. Notice to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. 13. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted therefrom and provisions conforming to such EJCDC° C-610, Performance Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 4 statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 14. Definitions 14.1. Balance of the Contract Price —The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 14.2. Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. 14.3. Contractor Default —Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. 14.4. Owner Default —Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 14.5. Contract Documents —All the documents that comprise the agreement between the Owner and Contractor. 15. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 16. Modifications to this Bond are as follows: None EJCDC° C-610, Performance Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 4 PAYMENT BOND Contractor Surety Name: [Full formal name of Contractor] Name: [Full formal name of Surety] Address (principal place of business): Address (principal place of business): [Address of Contractor's principal place of [Address of Surety's principal place of business] business] Owner Contract Name: Village of Tequesta Description (name and location): Mailing address (principal place of business): Reject Disposal Main Relocation Project 345 Tequesta Drive Northwest of US-1 Bridge Tequesta, FL 33469 Contract Price: [Amount, from Contract] Effective Date of Contract: [Date, from Contract] Bond Bond Amount: [Amount] Date of Bond: [Date] (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form: ❑X None ❑ See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Payment Bond, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Surety) (corporate seal) By: By: (Signature) (Sign a ture) (Attach Power of Attorney) Name: Name: (Printed or typed) (Printed or typed) Title: Title: Attest: Attest: (Signature) (Signature) Name: Name: (Printed or typed) (Printed or typed) 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 is considered plural where applicable. EJCDC° C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 4 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. 2. If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond will arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety. 4. When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit. 5. The Surety's obligations to a Claimant under this Bond will arise after the following: 5.1. Claimants who do not have a direct contract with the Contractor 5.1.1. have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and 5.1.2. have sent a Claim to the Surety (at the address described in Paragraph 13). 5.2. Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13). 6. If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 5.1.1. 7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: 7.1. Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and 7.2. Pay or arrange for payment of any undisputed amounts. 7.3. The Surety's failure to discharge its obligations under Paragraph 7.1 or 7.2 will not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. EJCDC° C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 4 8. The Surety's total obligation will not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Paragraph 7.3, and the amount of this Bond will be credited for any payments made in good faith by the Surety. 9. Amounts owed by the Owner to the Contractor under the Construction Contract will be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfying obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond. 11. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 12. No suit or action will be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of 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 (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit will be applicable. 13. Notice and Claims to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, will be sufficient compliance as of the date received. 14. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted here from and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein. When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond. 15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. 16. Definitions 16.1. Claim —A written statement by the Claimant including ata minimum: 16.1.1. The name of the Claimant; 16.1.2. The name of the person for whom the labor was done, or materials or equipment furnished; 16.1.3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract; 16.1.4. A brief description of the labor, materials, or equipment furnished; EJCDC° C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 4 16.1.5. The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; 16.1.6. The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim; 16.1.7. The total amount of previous payments received by the Claimant; and 16.1.8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim. 16.2. Claimant —An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond is to include without limitation in the terms of "labor, materials, or equipment" that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 16.3. Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. 16.4. Owner Default —Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 16.5. Contract Documents —All the documents that comprise the agreement between the Owner and Contractor. 17. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor. 18. Modifications to this Bond are as follows: None EJCDC° C-615, Payment Bond. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 4 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1—Definitions and Terminology........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 6 Article2—Preliminary Matters..................................................................................................................... 7 2.01 Delivery of Performance and Payment Bonds; Evidence of Insurance.........................................7 2.02 Copies of Documents.................................................................................................................... 7 2.03 Before Starting Construction........................................................................................................ 7 2.04 Preconstruction Conference; Designation of Authorized Representatives .................................. 8 2.05 Acceptance of Schedules.............................................................................................................. 8 2.06 Electronic Transmittals................................................................................................................. 8 Article 3—Contract Documents: Intent, Requirements, Reuse....................................................................9 3.01 Intent............................................................................................................................................. 9 3.02 Reference Standards.....................................................................................................................9 3.03 Reporting and Resolving Discrepancies......................................................................................1 3.04 Requirements of the Contract Documents.................................................................................10 3.05 Reuse of Documents...................................................................................................................11 Article 4—Commencement and Progress of the Work..............................................................................11 4.01 Commencement of Contract Times; Notice to Proceed.............................................................11 4.02 Starting the Work........................................................................................................................11 4.03 Reference Points.........................................................................................................................11 4.04 Progress Schedule.......................................................................................................................12 4.05 Delays in Contractor's Progress..................................................................................................12 Article 5—Site; Subsurface and Physical Conditions; Hazardous Environmental Conditions ....................13 5.01 Availability of Lands....................................................................................................................13 5.02 Use of Site and Other Areas........................................................................................................14 5.03 Subsurface and Physical Conditions............................................................................................15 5.04 Differing Subsurface or Physical Conditions...............................................................................16 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 1 of 5 5.05 Underground Facilities................................................................................................................17 5.06 Hazardous Environmental Conditions at Site.............................................................................19 Article6—Bonds and Insurance..................................................................................................................21 6.01 Performance, Payment, and Other Bonds.................................................................................. 21 6.02 Insurance —General Provisions...................................................................................................22 6.03 Contractor's Insurance................................................................................................................24 6.04 Builder's Risk and Other Property Insurance..............................................................................25 6.05 Property Losses; Subrogation.....................................................................................................25 6.06 Receipt and Application of Property Insurance Proceeds..........................................................27 Article 7—Contractor's Responsibilities.....................................................................................................27 7.01 Contractor's Means and Methods of Construction.................................................................... 27 7.02 Supervision and Superintendence.............................................................................................. 27 7.03 Labor; Working Hours................................................................................................................. 27 7.04 Services, Materials, and Equipment........................................................................................... 28 7.05 "Or Equals"..................................................................................................................................28 7.06 Substitutes.................................................................................................................................. 29 7.07 Concerning Subcontractors and Suppliers..................................................................................31 7.08 Patent Fees and Royalties...........................................................................................................32 7.09 Permits........................................................................................................................................ 33 7.10 Taxes........................................................................................................................................... 33 7.11 Laws and Regulations..................................................................................................................33 7.12 Record Documents......................................................................................................................33 7.13 Safety and Protection................................................................................................................. 34 7.14 Hazard Communication Programs.............................................................................................. 35 7.15 Emergencies................................................................................................................................ 35 7.16 Submittals...................................................................................................................................35 7.17 Contractor's General Warranty and Guarantee.........................................................................38 7.18 Indemnification........................................................................................................................... 39 7.19 Delegation of Professional Design Services................................................................................ 39 Article 8—Other Work at the Site...............................................................................................................40 8.01 Other Work.................................................................................................................................40 8.02 Coordination...............................................................................................................................41 8.03 Legal Relationships......................................................................................................................41 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 2 of 5 Article 9—Owner's Responsibilities............................................................................................................42 9.01 Communications to Contractor..................................................................................................42 9.02 Replacement of Engineer............................................................................................................42 9.03 Furnish Data................................................................................................................................42 9.04 Pay When Due.............................................................................................................................42 9.05 Lands and Easements; Reports, Tests, and Drawings.................................................................43 9.06 Insurance..................................................................................................................................... 43 9.07 Change Orders............................................................................................................................43 9.08 Inspections, Tests, and Approvals...............................................................................................43 9.09 Limitations on Owner's Responsibilities.....................................................................................43 9.10 Undisclosed Hazardous Environmental Condition......................................................................43 9.11 Evidence of Financial Arrangements...........................................................................................43 9.12 Safety Programs.......................................................................................................................... 43 Article 10—Engineers Status During Construction....................................................................................44 10.01 Owner's Representative..........................................................................................................44 10.02 Visits to Site.............................................................................................................................44 10.03 Resident Project Representative.............................................................................................44 10.04 Engineers Authority...............................................................................................................44 10.05 Determinations for Unit Price Work .......................................................................................45 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work ................... 45 10.07 Limitations on Engineers Authority and Responsibilities......................................................45 10.08 Compliance with Safety Program............................................................................................45 Article 11—Changes to the Contract..........................................................................................................46 11.01 Amending and Supplementing the Contract..........................................................................46 11.02 Change Orders........................................................................................................................46 11.03 Work Change Directives.......................................................................................................... 46 11.04 Field Orders.............................................................................................................................47 11.05 Owner -Authorized Changes in the Work................................................................................47 11.06 Unauthorized Changes in the Work........................................................................................ 47 11.07 Change of Contract Price........................................................................................................47 11.08 Change of Contract Times.......................................................................................................49 11.09 Change Proposals....................................................................................................................49 11.10 Notification to Surety..............................................................................................................50 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. TOC Page 3 of 5 Article12—Claims .......................................................................................................................................50 12.01 Claims......................................................................................................................................50 Article 13—Cost of the Work; Allowances; Unit Price Work...................................................................... 51 13.01 Cost of the Work..................................................................................................................... 51 13.02 Allowances.............................................................................................................................. 55 13.03 Unit Price Work.......................................................................................................................55 Article 14—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work .................... 56 14.01 Access to Work........................................................................................................................ 56 14.02 Tests, Inspections, and Approvals...........................................................................................56 14.03 Defective Work....................................................................................................................... 57 14.04 Acceptance of Defective Work................................................................................................58 14.05 Uncovering Work.................................................................................................................... 58 14.06 Owner May Stop the Work.....................................................................................................58 14.07 Owner May Correct Defective Work.......................................................................................59 Article 15—Payments to Contractor; Set -Offs; Completion; Correction Period........................................59 15.01 Progress Payments..................................................................................................................59 15.02 Contractor's Warranty of Title................................................................................................ 62 15.03 Substantial Completion...........................................................................................................62 15.04 Partial Use or Occupancy........................................................................................................ 63 15.05 Final Inspection....................................................................................................................... 64 15.06 Final Payment..........................................................................................................................64 15.07 Waiver of Claims..................................................................................................................... 65 15.08 Correction Period....................................................................................................................66 Article 16—Suspension of Work and Termination..................................................................................... 67 16.01 Owner May Suspend Work.....................................................................................................67 16.02 Owner May Terminate for Cause............................................................................................ 67 16.03 Owner May Terminate for Convenience.................................................................................68 16.04 Contractor May Stop Work or Terminate............................................................................... 68 Article 17—Final Resolution of Disputes....................................................................................................69 17.01 Methods and Procedures........................................................................................................69 Article18—Miscellaneous .......................................................................................................................... 69 18.01 Giving Notice........................................................................................................................... 69 18.02 Computation of Times.............................................................................................................69 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 4 of 5 18.03 Cumulative Remedies.............................................................................................................70 18.04 Limitation of Damages............................................................................................................ 70 18.05 No Waiver............................................................................................................................... 70 18.06 Survival of Obligations............................................................................................................70 18.07 Controlling Law....................................................................................................................... 70 18.08 Assignment of Contract...........................................................................................................70 18.09 Successors and Assigns........................................................................................................... 70 18.10 Headings..................................................................................................................................70 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. TOC Page 5 of 5 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT ARTICLE 1—DEFINITIONS AND TERMINOLOGY 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 document prepared by Contractor, in a form acceptable to Engineer, to request 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; 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; contesting an initial decision by Engineer concerning the EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 70 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. 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 has declined to address. c. A demand or assertion by Owner or Contractor, duly submitted in compliance with the procedural requirements set forth herein, made pursuant to Paragraph 12.01.A.4, concerning disputes arising after Engineer has issued a recommendation of final payment. d. 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), lead -based paint (as defined by the HUD/EPA standard), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to Laws and Regulations 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 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. Electronic Document —Any Project -related correspondence, attachments to correspondence, data, documents, drawings, information, or graphics, including but not limited to Shop Drawings and other Submittals, that are in an electronic or digital format. 21. Electronic Means —Electronic mail (email), upload/download from a secure Project website, or other communications methods that allow: (a) the transmission or communication of Electronic Documents; (b) the documentation of transmissions, including sending and receipt; (c) printing of the transmitted Electronic Document by the EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of 70 recipient; (d) the storage and archiving of the Electronic Document by sender and recipient; and (e) the use by recipient of the Electronic Document for purposes permitted by this Contract. Electronic Means does not include the use of text messaging, or of Facebook, Twitter, Instagram, or similar social media services for transmission of Electronic Documents. 22. Engineer —The individual or entity named as such in the Agreement. 23. 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. 24. 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. a. The presence at the Site of materials that are necessary for the execution of the Work, or that are to be incorporated into the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, is not a Hazardous Environmental Condition. b. The presence of Constituents of Concern that are to be removed or remediated as part of the Work is not a Hazardous Environmental Condition. c. The presence of Constituents of Concern as part of the routine, anticipated, and obvious working conditions at the Site, is not a Hazardous Environmental Condition. 25. Laws and Regulations; Laws or Regulations —Any and all applicable laws, statutes, rules, regulations, ordinances, codes, and binding decrees, resolutions, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens —Charges, security interests, or encumbrances upon Contract -related funds, real property, or personal property. 27. 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. 28. Notice of Award —The written notice by Owner to a Bidder of Owner's acceptance of the Bid. 29. 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. 30. 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. 31. Progress Schedule —A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising Contractor's plan to accomplish the Work within the Contract Times. 32. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3 of 70 33. Resident Project Representative —The authorized representative of Engineer assigned to assist Engineer at the Site. As used herein, the term Resident Project Representative (RPR) includes any assistants or field staff of Resident Project Representative. 34. 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. 35. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer's review of the submittals. 36. 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. 37. 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. 38. 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 or areas furnished by Owner which are designated for the use of Contractor. 39. 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. 40. 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. 41. Submittal —A written or graphic document, prepared by or for Contractor, which the Contract Documents require Contractor to submit to Engineer, or that is indicated as a Submittal in the Schedule of Submittals accepted by Engineer. Submittals may include Shop Drawings and Samples; schedules; product data; Owner -delegated designs; sustainable design information; information on special procedures; testing plans; results of tests and evaluations, source quality -control testing and inspections, and field or Site quality -control testing and inspections; warranties and certifications; Suppliers' instructions and reports; records of delivery of spare parts and tools; operations and maintenance data; Project photographic documentation; record documents; and other such documents required by the Contract Documents. Submittals, whether or not approved or accepted by Engineer, are not Contract Documents. Change Proposals, Change Orders, Claims, notices, Applications for Payment, and requests for interpretation or clarification are not Submittals. 42. 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 of such Work. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4 of 70 43. Successful Bidder —The Bidder to which the Owner makes an award of contract. 44. Supplementary Conditions —The part of the Contract that amends or supplements these General Conditions. 45. Supplier —A manufacturer, fabricator, supplier, distributor, 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. 46. Technical Data a. Those items expressly identified as Technical Data in the Supplementary Conditions, with respect to either (1) existing subsurface conditions at or adjacent to the Site, or existing physical conditions at or adjacent to the Site including existing surface or subsurface structures (except Underground Facilities) or (2) Hazardous Environmental Conditions at the Site. b. If no such express identifications of Technical Data have been made with respect to conditions at the Site, then Technical Data is defined, with respect to conditions at the Site under Paragraphs 5.03, 5.04, and 5.06, as the data contained in boring logs, recorded measurements of subsurface water levels, assessments of the condition of subsurface facilities, laboratory test results, and other factual, objective information regarding conditions at the Site that are set forth in any geotechnical, environmental, or other Site or facilities conditions report prepared for the Project and made available to Contractor. c. Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data, and instead Underground Facilities are shown or indicated on the Drawings. 47. Underground Facilities —All active or not -in-service underground lines, pipelines, conduits, ducts, encasements, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or systems at the Site, including but not limited to those facilities or systems that produce, transmit, distribute, or convey telephone or other communications, cable television, fiber optic transmissions, power, electricity, light, heat, gases, oil, crude oil products, liquid petroleum products, water, steam, waste, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. An abandoned facility or system is not an Underground Facility. 48. Unit Price Work —Work to be paid for on the basis of unit prices. 49. 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. 50. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 5 of 70 1.02 Terminology A. The words and terms discussed in Paragraphs 1.02.13, C, D, and E are not defined terms that require initial capital letters, but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: 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: The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: 1. does not conform to the Contract Documents; 2. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or 3. 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 Paragraph 15.04). E. Furnish, Install, Perform, Provide 1. The word "furnish," when used in connection with services, materials, or equipment, means 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, means to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, means to furnish and install said services, materials, or equipment complete and ready for intended use. 4. If the Contract Documents establish an obligation of Contractor with respect to specific services, materials, or equipment, but do not expressly use any of the four words "furnish," "install," "perform," or "provide," then Contractor shall furnish and install said services, materials, or equipment complete and ready for intended use. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 6 of 70 F. Contract Price or Contract Times: References to a change in "Contract Price or Contract Times" or "Contract Times or Contract Price" or similar, indicate that such change applies to (1) Contract Price, (2) Contract Times, or (3) both Contract Price and Contract Times, as warranted, even if the term "or both" is not expressed. G. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Performance and Payment Bonds; Evidence of Insurance A. Performance and Payment Bonds: When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner the performance bond and payment bond (if the Contract requires Contractor to furnish such bonds). B. Evidence of Contractor's Insurance: When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner, with copies to each additional insured (as identified in the Contract), the certificates, endorsements, and other evidence of insurance required to be provided by Contractor in accordance with Article 6, except to the extent the Supplementary Conditions expressly establish other dates for delivery of specific insurance policies. C. Evidence of Owner's Insurance: After receipt of the signed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor, with copies to each additional insured (as identified in the Contract), 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 signed 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 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 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 7 of 70 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 pa rty. 2.05 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 the schedules submitted in accordance with Paragraph 2.03.A. No progress payment will 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. 4. If a schedule is not acceptable, Contractor will have an additional 10 days to revise and resubmit the schedule. 2.06 Electronic Transmittals A. Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may send, and shall accept, Electronic Documents transmitted by Electronic Means. B. If the Contract does not establish protocols for Electronic Means, then Owner, Engineer, and Contractor shall jointly develop such protocols. C. Subject to any governing protocols for Electronic Means, when transmitting Electronic Documents by Electronic Means, the transmitting party makes no representations as to long- term compatibility, usability, or readability of the Electronic Documents resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the Electronic Documents. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 8 of 70 ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one Contract Document 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 versions of the Contract Documents (including any printed copies derived from such electronic versions) and the printed record version, the printed record version will 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. F. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation will be deemed stricken, and all remaining provisions will continue to be valid and binding upon Owner and Contractor, which agree that the Contract Documents will 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. G. Nothing in the Contract Documents creates: 1. any contractual relationship between Owner or Engineer and any Subcontractor,. Supplier, or other individual or entity performing or furnishing any of the Work, for the benefit of such Subcontractor, Supplier, or other individual or entity; or 2. 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. 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, means 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, and no instruction of a Supplier, will be effective to change the duties or responsibilities of Owner, Contractor, or Engineer 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 or Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 9 of 70 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, error, ambiguity, or discrepancy is resolved by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract 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 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 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 in writing 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 10 of 70 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 notify Owner and Contractor in writing 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. 3.05 Reuse of Documents A. Contractor and its Subcontractors and Suppliers shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media versions, or reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer; or 2. have or acquire any title or ownership rights in any other Contract Documents, reuse any such Contract Documents for any purpose without Owner's express written consent, or violate any copyrights pertaining to such Contract Documents. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein precludes Contractor from retaining copies of the Contract Documents for record purposes. 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 30th 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 60th day after the day of Bid opening or the 30th 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 may 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 11 of 70 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. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times must 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 will 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 Contract Price or 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. Such an adjustment will 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 third -party utility owners or other third -party entities (other than those third -party utility owners or other third -party entities performing other work at or adjacent to the Site as arranged by or under contract with Owner, as contemplated in Article 8); and 4. Acts of war or terrorism. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 12 of 70 D. Contractor's entitlement to an adjustment of Contract Times or Contract Price is limited as follows: 1. Contractor's entitlement to an adjustment of the Contract Times is conditioned on the delay, disruption, or interference adversely affecting an activity on the critical path to completion of the Work, as of the time of the delay, disruption, or interference. 2. Contractor shall not be entitled to an adjustment in Contract Price 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. Such a concurrent delay by Contractor shall not preclude an adjustment of Contract Times to which Contractor is otherwise entitled. 3. Adjustments of Contract Times or Contract Price are subject to the provisions of Article 11. E. Each Contractor request or Change Proposal seeking an increase in Contract Times or Contract Price must be supplemented by supporting data that sets forth in detail the following: 1. The circumstances that form the basis for the requested adjustment; 2. The date upon which each cause of delay, disruption, or interference began to affect the progress of the Work; 3. The date upon which each cause of delay, disruption, or interference ceased to affect the progress of the Work; 4. The number of days' increase in Contract Times claimed as a consequence of each such cause of delay, disruption, or interference; and 5. The impact on Contract Price, in accordance with the provisions of Paragraph 11.07. Contractor shall also furnish such additional supporting documentation as Owner or Engineer may require including, where appropriate, a revised progress schedule indicating all the activities affected by the delay, disruption, or interference, and an explanation of the effect of the delay, disruption, or interference on the critical path to completion of the Work. F. 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, together with the provisions of Paragraphs 4.05.D and 4.05.E. G. Paragraph 8.03 addresses 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. ARTICLE 5—SITE; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor in writing 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 13 of 70 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 forgiving 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, or to improvements, structures, utilities, or similar facilities located at such adjacent lands 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 7.13, 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 in a court of competent jurisdiction; 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 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 will 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 14 of 70 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 of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data; 2. Those drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data; and 3. Technical Data contained in such reports and drawings. B. Underground Facilities: Underground Facilities are shown or indicated on the Drawings, pursuant to Paragraph 5.05, and not in the drawings referred to in Paragraph 5.03.A. Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data. C. Reliance by Contractor on Technical Data: 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 Paragraph 1.01.A.46.b. D. Limitations of Other Data and Documents: 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; 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; 3. the contents of other Site -related documents made available to Contractor, such as record drawings from other projects at or adjacent to the Site, or Owner's archival documents concerning the Site; or 4. 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° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 15 of 70 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: 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; 2. is of such a nature as to require a change in the Drawings or Specifications; 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 whether it is necessary for Owner to obtain 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; 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. Early Resumption of Work: If at any time Engineer determines that Work in connection with the subsurface or physical condition in question may resume prior to completion of Engineer's review or Owner's issuance of its statement to Contractor, because the condition in question has been adequately documented, and analyzed on a preliminary basis, then the Engineer may at its discretion instruct Contractor to resume such Work. E. Possible Price and Times Adjustments 1. Contractor shall be entitled to an equitable adjustment in Contract Price or Contract Times, 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 16 of 70 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, c. Contractor's entitlement to an adjustment of the Contract Times is subject to the provisions of Paragraphs 4.05.D and 4.05.E. 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; 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 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, then any such adjustment will 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, 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. F. Underground Facilities; Hazardous Environmental Conditions: Paragraph 5.05 governs rights and responsibilities regarding the presence or location of Underground Facilities. Paragraph 5.06 governs rights and responsibilities regarding Hazardous Environmental Conditions. The provisions of Paragraphs 5.03 and 5.04 are not applicable to the presence or location of Underground Facilities, or to Hazardous Environmental Conditions. 5.05 Underground Facilities A. Contractor's Responsibilities: Unless it is otherwise expressly provided in the Supplementary Conditions, the cost of all of the following are included in the Contract Price, and Contractor shall have full responsibility for: 1. reviewing and checking all information and data regarding existing Underground Facilities at the Site; 2. complying with applicable state and local utility damage prevention Laws and Regulations; EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 17 of 70 3. verifying the actual location of those Underground Facilities shown or indicated in the Contract Documents as being within the area affected by the Work, by exposing such Underground Facilities during the course of construction; 4. coordination of the Work with the owners (including Owner) of such Underground Facilities, during construction; and 5. 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 on the Drawings, or was not shown or indicated on the Drawings with reasonable accuracy, then Contractor shall, promptly after 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), notify Owner and Engineer in writing regarding such Underground Facility. C. Engineer's Review: Engineer will: 1. promptly review the Underground Facility and conclude whether such Underground Facility was not shown or indicated on the Drawings, or was not shown or indicated with reasonable accuracy; 2. identify and communicate with the owner of the Underground Facility; prepare recommendations to Owner (and if necessary issue any preliminary instructions to Contractor) regarding the Contractor's resumption of Work in connection with the Underground Facility in question; 3. obtain any pertinent cost or schedule information from Contractor; 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 4. 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. Early Resumption of Work: If at any time Engineer determines that Work in connection with the Underground Facility may resume prior to completion of Engineer's review or Owner's issuance of its statement to Contractor, because the Underground Facility in question and conditions affected by its presence have been adequately documented, and analyzed on a preliminary basis, then the Engineer may at its discretion instruct Contractor to resume such Work. F. Possible Price and Times Adjustments 1. Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract Times, to the extent that any existing Underground Facility at the Site that was not shown EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 18 of 70 or indicated on the Drawings, 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. 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; b. Contractor's entitlement to an adjustment of the Contract Times is subject to the provisions of Paragraphs 4.05.D and 4.05.E; and c. Contractor gave the notice required in Paragraph 5.05.13. 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, then any such adjustment will 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, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the Underground Facility in question. 4. The information and data shown or indicated on the Drawings with respect to existing Underground Facilities at the Site is based on information and data (a) furnished by the owners of such Underground Facilities, or by others, (b) obtained from available records, or (c) gathered in an investigation conducted in accordance with the current edition of ASCE 38, Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data, by the American Society of Civil Engineers. If such information or data is incorrect or incomplete, Contractor's remedies are limited to those set forth in this Paragraph 5.05.F. 5.06 Hazardous Environmental Conditions at Site A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; 2. drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; 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 on the accuracy of the Technical Data as defined in Paragraph 1.01.A.46.b. 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 19 of 70 of construction to be employed by Contractor, and safety precautions and programs incident thereto; 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. 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, as a result of such Work stoppage, such special conditions under which Work is agreed to be resumed by Contractor, or any costs or expenses incurred in response to the Hazardous Environmental Condition, 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. Entitlement to any such adjustment is subject to the provisions of Paragraphs 4.05.D, 4.05.E, 11.07, and 11.08. 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 20 of 70 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, 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 5.06.1 obligates 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 obligates 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. ARTICLE 6-130NDS AND INSURANCE 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 Contractor's obligations under the Contract. These bonds must 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 terms of a prescribed bond form, the Supplementary Conditions, or other provisions of the Contract. B. Contractor shall also furnish such other bonds (if any) as are required by the Supplementary Conditions or other provisions of the Contract. C. All bonds must be in the form included in the Bidding Documents or otherwise specified by Owner prior to execution of the Contract, except as provided otherwise by Laws or EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 21 of 70 Regulations, and must be issued and signed by a surety named in "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Department Circular 570 (as amended and supplemented) by the Bureau of the Fiscal Service, 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 must show that it is effective on the date the agent or attorney -in -fact signed the accompanying bond. D. Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue bonds in the required amounts. E. If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer in writing and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which must comply with the bond and surety requirements above. F. 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. G. Upon request to Owner from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Owner shall provide a copy of the payment bond to such person or entity. H. Upon request to Contractor from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Contractor shall provide a copy of the payment bond to such person or entity. 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. Alternative forms of insurance coverage, including but not limited to self-insurance and "Occupational Accident and Excess Employer's Indemnity Policies," are not sufficient to meet the insurance requirements of this Contract, unless expressly allowed in the Supplementary Conditions. D. Contractor shall deliver to Owner, with copies to each additional insured identified in the Contract, certificates of insurance and endorsements establishing that Contractor has obtained and is maintaining the policies and coverages 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, documentation of applicable self -insured retentions (if allowed) and deductibles, full disclosure of all relevant exclusions, and evidence of insurance required to be purchased and maintained by EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 22 of 70 Subcontractors or Suppliers. Inany documentation furnished under this provision, Contractor, Subcontractors, and Suppliers may block out (redact) (1) any confidential premium or pricing information and (2) any wording specific to a project or jurisdiction other than those applicable to this Contract. E. Owner shall deliver to Contractor, with copies to each additional insured identified in the Contract, certificates of insurance and endorsements establishing that Owner has obtained and is maintaining the policies and coverages 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, documentation of applicable self -insured retentions (if allowed) and deductibles, and full disclosure of all relevant exclusions. In any documentation furnished under this provision, Owner may block out (redact) (1) any confidential premium or pricing information and (2) any wording specific to a project or jurisdiction other than those relevant to this Contract. F. 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, will not be construed as a waiver of the other party's obligation to obtain and maintain such insurance. G. In addition to the liability insurance required to be provided by Contractor, the Owner, at Owner's option, may purchase and maintain Owner's own liability insurance. 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. H. Contractor shall require: 1. Subcontractors to purchase and maintain worker's compensation, commercial general liability, and other insurance that is appropriate for their participation in the Project, and to name as additional insureds Owner and Engineer (and any other individuals or entities identified in the Supplementary Conditions as additional insureds on Contractor's liability policies) on each Subcontractor's commercial general liability insurance policy; and 2. Suppliers to purchase and maintain insurance that is appropriate for their participation in the Project. If either party does not purchase or maintain 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. J. If Contractor has failed to obtain and maintain required insurance, Contractor's entitlement to enter or remain at the Site will end immediately, and Owner may impose an appropriate set-off against payment for any associated costs (including but not limited to the cost of purchasing necessary insurance coverage), and exercise Owner's termination rights under Article 16. K. Without prejudice to any other right or remedy, if a party has failed to obtain required insurance, the other party may elect (but is in no way obligated) 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 will be adjusted accordingly. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 23 of 70 L. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor or Contractor's interests. Contractor is responsible for determining whether such coverage and limits are adequate to protect its interests, and for obtaining and maintaining any additional insurance that Contractor deems necessary. M. The insurance and insurance limits required herein will not be deemed as a limitation on Contractor's liability, or that of its Subcontractors or Suppliers, under the indemnities granted to Owner and other individuals and entities in the Contract or otherwise. N. All the policies of insurance required to be purchased and maintained under this Contract will contain a provision or endorsement that the coverage afforded will not be canceled, 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 and Engineer. 6.03 Contractor's Insurance A. Required Insurance: Contractor shall purchase and maintain Worker's Compensation, Commercial General Liability, and other insurance pursuant to the specific requirements of the Supplementary Conditions. B. General Provisions: The policies of insurance required by this Paragraph 6.03 as supplemented must: 1. include at least the specific coverages required; 2. be written for not less than the limits provided, or those required by Laws or Regulations, whichever is greater; 3. remain in effect at least until the Work is complete (as set forth in Paragraph 15.06.D), and longer if expressly required elsewhere in this Contract, 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; 4. apply with respect to the performance of the Work, whether such performance is 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; and 5. include all necessary endorsements to support the stated requirements. C. Additional Insureds: The Contractor's commercial general liability, automobile liability, employer's liability, umbrella or excess, pollution liability, and unmanned aerial vehicle liability policies, if required by this Contract, must: 1. include and list as additional insureds Owner and Engineer, and any individuals or entities identified as additional insureds in the Supplementary Conditions; 2. include coverage for the respective officers, directors, members, partners, employees, and consultants of all such additional insureds; 3. afford primary coverage to these additional insureds for all claims covered thereby (including as applicable those arising from both ongoing and completed operations); EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 24 of 70 4. not seek contribution from insurance maintained by the additional insured; and 5. as to commercial general liability insurance, apply to additional insureds with respect to liability caused in whole or in part by Contractor's acts or omissions, or the acts and omissions of those working on Contractor's behalf, in the performance of Contractor's operations. 6.04 Builder's Risk and Other 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 Work's full insurable replacement cost (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). The specific requirements applicable to the builder's risk insurance are set forth in the Supplementary Conditions. B. Property Insurance for Facilities of Owner Where Work Will Occur: Owner is responsible for obtaining and maintaining property insurance covering each existing structure, building, or facility in which any part of the Work will occur, or to which any part of the Work will attach or be adjoined. Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, providing coverage consistent with that required for the builder's risk insurance, and will be maintained until the Work is complete, as set forth in Paragraph 15.06. D. C. Property Insurance for Substantially Complete Facilities: Promptly after Substantial Completion, and before actual occupancy or use of the substantially completed Work, Owner will obtain property insurance for such substantially completed Work, and maintain such property insurance at least until the Work is complete, as set forth in Paragraph 15.06.D. Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, and provide coverage consistent with that required for the builder's risk insurance. The builder's risk insurance may terminate upon written confirmation of Owner's procurement of such property insurance. 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 advance notice of such occupancy or use to the builder's risk insurer, and obtain an endorsement consenting to the continuation of coverage prior to commencing such partial occupancy or use. E. Insurance of Other Property; Additional Insurance: If the express insurance provisions of the Contract do not require or address the insurance of a property item or interest, then the entity or individual owning such property item will be responsible for insuring it. 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 6.04, it may do so at Contractor's expense. 6.05 Property Losses; Subrogation A. The builder's risk insurance policy purchased and maintained in accordance with Paragraph 6.04 (or an installation floater policy if authorized by the Supplementary Conditions), will contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any insureds thereunder, or against EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 25 of 70 Engineer or its consultants, or their officers, directors, members, partners, employees, agents, consultants, or subcontractors. 1. 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, risks, 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 individuals or entities identified in the Supplementary Conditions as builder's risk or installation floater 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. 2. None of the above waivers extends 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. Any property insurance policy maintained by Owner covering any loss, damage, or consequential loss to Owner's existing structures, buildings, or facilities in which any part of the Work will occur, or to which any part of the Work will attach or adjoin; to adjacent structures, buildings, or facilities of Owner; or to part or all of the completed or substantially completed Work, 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, will contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any insureds thereunder, or against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners, employees, agents, consultants, or subcontractors of each and any of them, and that the insured is allowed to waive the insurer's rights of subrogation in a written contract executed prior to the loss, damage, or consequential loss. 1. 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 all losses and damages caused by, arising out of, or resulting from fire or any of the perils, risks, or causes of loss covered by such policies. C. The waivers in this Paragraph 6.05 include the waiver of rights 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 insured peril, risk, or cause of loss. D. Contractor shall be responsible for assuring that each Subcontract 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 fire or other peril, risk, or cause of loss covered by builder's risk insurance, installation floater, and any other property insurance applicable to the Work. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 26 of 70 6.06 Receipt and Application of Property Insurance Proceeds A. Any insured loss under the builder's risk and other policies of property insurance required by Paragraph 6.04 will be adjusted and settled with the named insured that purchased the policy. Such named insured shall act as fiduciary for the other insureds, and give notice to such other insureds that adjustment and settlement of a claim is in progress. Any other insured may state its position regarding a claim for insured loss in writing within 15 days after notice of such claim. B. Proceeds for such insured losses maybe made payable by the insurer either jointly to multiple insureds, or to the named insured that purchased the policy in its own right and as fiduciary for other insureds, subject to the requirements of any applicable mortgage clause. A named insured receiving insurance proceeds under the builder's risk and other policies of insurance required by Paragraph 6.04 shall maintain such proceeds in a segregated account, and distribute such proceeds in accordance with such agreement as the parties in interest may reach, or as otherwise required under the dispute resolution provisions of this Contract or applicable Laws and Regulations. C. If no other special agreement is reached, Contractor shall repair or replace the damaged Work, using allocated insurance proceeds. ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 7.01 Contractor's Means and Methods of Construction A. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. If the Contract Documents note, or Contractor determines, that professional engineering or other design services are needed to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures, or for Site safety, then Contractor shall cause such services to be provided by a properly licensed design professional, at Contractor's expense. Such services are not Owner -delegated professional design services under this Contract, and neither Owner nor Engineer has any responsibility with respect to (1) Contractor's determination of the need for such services, (2) the qualifications or licensing of the design professionals retained or employed by Contractor, (3) the performance of such services, or (4) any errors, omissions, or defects in such services. 7.02 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. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who will not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 7.03 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 maintain good discipline and order at the Site. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 27 of 70 B. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of Contractor's employees; of Suppliers and Subcontractors, and their employees; and of any other individuals or entities performing or furnishing any of the Work, just as Contractor is responsible for Contractor's own acts and omissions. C. 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 will 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. 7.04 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 must be new and of good quality, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications will 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 must 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. 7.05 "Or Equals" A. Contractor's Request; Governing Criteria: Whenever an item of equipment or material is specified or described in the Contract Documents by using the names of one or more proprietary items or specific Suppliers, 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 equipment or material, or items from other proposed Suppliers, under the circumstances described below. 1. If Engineer in its sole discretion determines that an item of equipment or material proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, Engineer will deem it an "or equal" item. For the purposes of this paragraph, a proposed item of equipment or material will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that the proposed item: 1) is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 28 of 70 2) 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) has a proven record of performance and availability of responsive service; and 4) is not objectionable to Owner. b. Contractor certifies that, if the proposed item is approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) the item 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. D. Effect of Engineer's Determination: Neither approval nor denial of an "or -equal" request will result in any change in Contract Price. The Engineer's denial of an "or -equal" request will be final and binding, and may not be reversed through an appeal under any provision of the Contract. E. Treatment as a Substitution Request: If Engineer determines that an item of equipment or material proposed by Contractor does not qualify as an "or -equal" item, Contractor may request that Engineer consider the item a proposed substitute pursuant to Paragraph 7.06. 7.06 Substitutes A. Contractor's Request; Governing Criteria: Unless the specification or description of an item of equipment or material 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 equipment or material under the circumstances described below. To the extent possible such requests must 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 equipment or material from anyone other than Contractor. 2. The requirements for review by Engineer will be as set forth in Paragraph 7.06.13, as supplemented by the Specifications, and as Engineer may decide is appropriate under the circumstances. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 29 of 70 3. Contractor shall make written application to Engineer for review of a proposed substitute item of equipment or material that Contractor seeks to furnish or use. The application: a. will 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 the item specified; and 3) be suited to the same use as the item 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 the item specified; and 2) available engineering, sales, maintenance, repair, and replacement services. d. will 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. Reim►bursement 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 30 of 70 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 will be final and binding, and may not be reversed through an appeal under any provision of the Contract. Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7.06.D, by timely submittal of a Change Proposal. 7.07 Concerning Subcontractors and Suppliers A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. Such Subcontractors and Suppliers must be acceptable to Owner. The Contractor's retention of a Subcontractor or Supplier for the performance of parts of the Work will not relieve Contractor's obligation to Owner to perform and complete the Work in accordance with the Contract Documents. B. Contractor shall retain specific Subcontractors and Suppliers 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 or Supplier 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 5 days. E. Owner may require the replacement of any Subcontractor or Supplier. 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 or Suppliers 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 or Supplier so identified solely on the basis of substantive, reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor or Supplier. F. If Owner requires the replacement of any Subcontractor or Supplier retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, 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 or Supplier, whether initially or as a replacement, will constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 31 of 70 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 solely responsible for scheduling and coordinating the work of Subcontractors and Suppliers. J. The divisions and sections of the Specifications and the identifications of any Drawings do not control Contractor in dividing the Work among Subcontractors or Suppliers, or in delineating the Work to be performed by any specific trade. K. All Work performed for Contractor by a Subcontractor or Supplier must be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract for the benefit of Owner and Engineer. L. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to Contractor for Work performed for Contractor by the Subcontractor or Supplier. M. Contractor shall restrict all Subcontractors and Suppliers from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed in this Contract. 7.08 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 an 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 will be disclosed 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 32 of 70 7.09 Permits A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits, licenses, and certificates of occupancy. 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. 7.10 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. 7.11 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. 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 is not Contractor's responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this does not relieve Contractor of its obligations under Paragraph 3.03. C. Owner or Contractor may give written 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 written notice Contractor may submit a Change Proposal, or Owner may initiate a Claim. 7.12 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 33 of 70 7.13 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. B. Contractor shall designate a qualified and experienced safety representative whose duties and responsibilities are the prevention of Work -related accidents and the maintenance and supervision of safety precautions and programs. C. 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; 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. D. All damage, injury, or loss to any property referred to in Paragraph 7.13.C.2 or 7.13.C.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). E. 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. F. Contractor shall notify Owner; the owners of adjacent property; the owners of Underground Facilities and other utilities (if the identity of such owners is known to Contractor); and other contractors and utility owners performing work at or adjacent to the Site, in writing, when Contractor knows that 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. G. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. Any Owner's safety programs that are applicable to the Work are identified or included in the Supplementary Conditions or Specifications. H. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 34 of 70 I. Contractor's duties and responsibilities for safety and protection will continue until all the Work is completed, Engineer has issued a written notice to Owner and Contractor in accordance with Paragraph 15.06.0 that the Work is acceptable, and Contractor has left the Site (except as otherwise expressly provided in connection with Substantial Completion). J. Contractor's duties and responsibilities for safety and protection will 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. 7.14 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of safety data sheets (formerly known as material safety data sheets) or other hazard communication information required to be made available to or 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 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 by an emergency, or are required as a result of Contractor's response to an emergency. If Engineer determines that a change in the Contract Documents is required because of an emergency or Contractor's response, a Work Change Directive or Change Order will be issued. 7.16 Submittals A. Shop Drawing and Sample Requirements 1. Before submitting a Shop Drawing or Sample, Contractor shall: a. review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determine and verify: 1) all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect to the Submittal; 2) 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 3) all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; c. confirm that the Submittal is complete with respect to all related data included in the Submittal. 2. Each Shop Drawing or Sample must 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 35 of 70 3. With each Shop Drawing or Sample, Contractor shall give Engineer specific written notice of any variations that the Submittal may have from the requirements of the Contract Documents. This notice must be set forth in a written communication separate from the Submittal; and, in addition, in the case of a Shop Drawing by a specific notation made on the Shop Drawing itself. B. Submittal Procedures forShop Drawings and Samples: Contractor shall label and submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals. 1. Shop Drawings a. Contractor shall submit the number of copies required in the Specifications. b. Data shown on the Shop Drawings must 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 provide, and to enable Engineer to review the information for the limited purposes required by Paragraph 7.16.C. 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.C. 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. Engineer's Review of Shop Drawings and Samples 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the accepted Schedule of Submittals. 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, comply with the requirements of 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 will 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 36 of 70 document any such approved variation from the requirements of the Contract Documents in a Field Order or other appropriate Contract modification. 5. Engineer's review and approval of a Shop Drawing or Sample will not relieve Contractor from responsibility for complying with the requirements of Paragraphs 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, will 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 or Sample will result in such item becoming a Contract Document. 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.C.4. D. Resubmittal Procedures for Shop Drawings and Samples 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 Shop Drawing and Sample submittals with sufficient information and accuracy to obtain required approval of an item with no more than two resubmittals. Engineer will record Engineer's time for reviewing a third or subsequent resubmittal of a Shop Drawing or Sample, and Contractor shall be responsible for Engineer's charges to Owner for such time. Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges. 3. If Contractor requests a change of a previously approved Shop Drawing or Sample, Contractor shall be responsible for Engineer's charges to Owner for its review time, and Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges, unless the need for such change is beyond the control of Contractor. E. Submittals Other than Shop Drawings, Samples, and Owner -Delegated Designs 1. The following provisions apply to all Submittals other than Shop Drawings, Samples, and Owner -delegated designs: a. Contractor shall submit all such Submittals to the Engineer in accordance with the Schedule of Submittals and pursuant to the applicable terms of the Contract Documents. b. Engineer will provide timely review of all such Submittals in accordance with the Schedule of Submittals and return such Submittals with a notation of either Accepted or Not Accepted. Any such Submittal that is not returned within the time established in the Schedule of Submittals will be deemed accepted. c. Engineer's review will be only to determine if the Submittal is acceptable under the requirements of the Contract Documents as to general form and content of the Submittal. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 37 of 70 d. If any such Submittal is not accepted, Contractor shall confer with Engineer regarding the reason for the non -acceptance, and resubmit an acceptable document. 2. Procedures for the submittal and acceptance of the Progress Schedule, the Schedule of Submittals, and the Schedule of Values are set forth in Paragraphs 2.03. 2.04, and 2.05. F. Owner -delegated Designs: Submittals pursuant to Owner -delegated designs are governed by the provisions of Paragraph 7.19. 7.17 Con tractor'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 is entitled to rely on Contractor's warranty and guarantee. B. Owner's rights under this warranty and guarantee are in addition to, and are not limited by, Owner's rights under the correction period provisions of Paragraph 15.08. The time in which Owner may enforce its warranty and guarantee rights under this Paragraph 7.17 is limited only by applicable Laws and Regulations restricting actions to enforce such rights; provided, however, that after the end of the correction period under Paragraph 15.08: 1. Owner shall give Contractor written notice of any defective Work within 60 days of the discovery that such Work is defective; and 2. Such notice will be deemed the start of an event giving rise to a Claim under Paragraph 12.01.13, such that any related Claim must be brought within 30 days of the notice. C. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, or improper modification, 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. D. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents is absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents, a release of Contractor's obligation to perform the Work in accordance with the Contract Documents, or a release of Owner's warranty and guarantee rights under this Paragraph 7.17: 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. The end of the correction period established in Paragraph 15.08; 8. Any inspection, test, or approval by others; or EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 38 of 70 9. Any correction of defective Work by Owner. E. 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 will 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 losses, damages, costs, and judgments (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 from third -party claims or actions relating to or resulting from the performance or furnishing of the Work, provided that any such claim, action, loss, cost, judgment or damage is attributable to bodily injury, sickness, disease, or death, or to damage 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 will 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. 7.19 Delegation of Professional Design Services A. Owner may require Contractor to provide professional design services for a portion of the Work by express delegation in the Contract Documents. Such delegation will specify the performance and design criteria that such services must satisfy, and the Submittals that Contractor must furnish to Engineer with respect to the Owner -delegated design. B. Contractor shall cause such Owner -delegated professional design services to be provided pursuant to the professional standard of care by a properly licensed design professional, whose signature and seal must appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such design professional. Such design professional must issue all certifications of design required by Laws and Regulations. C. If a Shop Drawing or other Submittal related to the Owner -delegated design is prepared by Contractor, a Subcontractor, or others for submittal to Engineer, then such Shop Drawing or other Submittal must bear the written approval of Contractor's design professional when submitted by Contractor to Engineer. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 39 of 70 D. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, and approvals performed or provided by the design professionals retained or employed by Contractor under an Owner -delegated design, subject to the professional standard of care and the performance and design criteria stated in the Contract Documents. E. Pursuant to this Paragraph 7.19, Engineer's review, approval, and other determinations regarding design drawings, calculations, specifications, certifications, and other Submittals furnished by Contractor pursuant to an Owner -delegated design will be only for the following limited purposes: 1. Checking for conformance with the requirements of this Paragraph 7.19; 2. Confirming that Contractor (through its design professionals) has used the performance and design criteria specified in the Contract Documents; and 3. Establishing that the design furnished by Contractor is consistent with the design concept expressed in the Contract Documents. F. Contractor shall not be responsible for the adequacy of performance or design criteria specified by Owner or Engineer. G. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. 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 third -party utility work that Owner has arranged to take place at or adjacent to the Site, Owner shall provide such information to Contractor. C. Contractor shall afford proper and safe access to the Site to each contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner's employees, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work. D. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 40 of 70 E. If the proper execution or results of any part of Contractor's Work depends upon work performed by others, 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. F. The provisions of this article are not applicable to work that is performed by third -party utilities or other third -party entities without a contract with Owner, or that is performed without having been arranged by Owner. If such work occurs, then any related delay, disruption, or interference incurred by Contractor is governed by the provisions of Paragraph 4.05.C.3. 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 for Owner at or adjacent to the Site, the Owner's employees, any other contractor working for Owner, or any utility owner that Owner has arranged to perform work, 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. 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 will 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, and any remedies available to Contractor under Laws or Regulations concerning utility action or inaction. When applicable, any such equitable adjustment in Contract Price will 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 or Contract Price is subject to the provisions of Paragraphs 4.05.D and 4.05.E. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 41 of 70 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. 1. 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 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 8.03.13. 2. 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 Contractor. C. If Contractor damages, delays, disrupts, or interferes with the work of any other contractor, or any utility owner performing other work at or adjacent to the Site, through Contractor's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of Contractor's actions, inactions, or negligence in performance of the Work at or adjacent to the Site is made by any such other contractor or utility owner against Contractor, Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) 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 claims, 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 such damage, delay, disruption, or interference. 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 will 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 42 of 70 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. 9.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 14.02.B. 9.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor 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. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 9.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 5.06. 9.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract (including obligations under proposed changes in the Work). 9.12 Safety Programs A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed. B. Owner shall furnish copies of any applicable Owner safety programs to Contractor. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 43 of 70 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 10.07. Particularly, but without limitation, during 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 Resident 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 the Supplementary Conditions and in Paragraph 10.07. B. If Owner designates an individual or entity who is not Engineer's consultant, agent, or employee to represent Owner at the Site, then the responsibilities and authority of such individual or entity will be as provided in the Supplementary Conditions. 10.04 Engineer's Authority A. Engineer has the authority to reject Work in accordance with Article 14. B. Engineer's authority as to Submittals is set forth in Paragraph 7.16. C. Engineer's authority as to design drawings, calculations, specifications, certifications and other Submittals from Contractor in response to Owner's delegation (if any) to Contractor of professional design services, is set forth in Paragraph 7.19. D. Engineer's authority as to changes in the Work is set forth in Article 11. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 44 of 70 E. Engineer's authority as to Applications for Payment is set forth in Article 15. 10.05 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. 10.06 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. 10.07 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, will 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. B. 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. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation, and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Contractor under Paragraph 15.06.A, will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals, that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 10.07 also apply to the Resident Project Representative, if any. 10.08 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives will comply with the specific applicable requirements of Owner's and Contractor's safety programs of which Engineer has been informed. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 45 of 70 ARTICLE 11—CHANGES TO THE CONTRACT 11.01 Amending and Supplementing the Contract A. The Contract maybe amended or supplemented by a Change Order, a Work Change Directive, or a Field Order. B. If an amendment or supplement to the Contract includes a change in the Contract Price or the Contract Times, such amendment or supplement must be set forth in a Change Order. C. All changes to the Contract that 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, must be supported by Engineer's recommendation. Owner and Contractor may amend other terms and conditions of the Contract without the recommendation of the Engineer. 11.02 Change Orders A. Owner and Contractor shall execute appropriate Change Orders covering: 1. Changes in 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 11.05, (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 that embody the substance of any final and binding results under: Paragraph 11.03.13, resolving the impact of a Work Change Directive; Paragraph 11.09, concerning Change Proposals; Article 12, Claims; Paragraph 13.02.D, final adjustments resulting from allowances; Paragraph 13.03.D, final adjustments relating to determination of quantities for Unit Price Work; and similar provisions. B. If Owner or Contractor refuses to execute a Change Order that is required to be executed under the terms of Paragraph 11.02.A, it will be deemed to be of full force and effect, as if fully executed. 11.03 Work Change Directives A. 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 11.07 regarding change of Contract Price. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 46 of 70 B. If Owner has issued a Work Change Directive and: 1. Contractor believes that an adjustment in Contract Times or Contract Price is necessary, then Contractor shall submit any Change Proposal seeking such an adjustment no later than 30 days after the completion of the Work set out in the Work Change Directive. 2. Owner believes that an adjustment in Contract Times or Contract Price is necessary, then Owner shall submit any Claim seeking such an adjustment no later than 60 days after issuance of the Work Change Directive. 11.04 Field Orders A. 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. B. If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein. 11.05 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. Changes involving the design (as set forth in the Drawings, Specifications, or otherwise) or other engineering or technical matters will be supported by Engineer's recommendation. B. Such changes in the Work 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 must be performed under the applicable conditions of the Contract Documents. C. Nothing in this Paragraph 11.05 obligates 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. 11.06 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.C.2. 11.07 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 must comply with the provisions of Paragraph 11.09. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 12. B. An adjustment in the Contract Price will be determined as follows: EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 47 of 70 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); 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 11.07.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 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 11.07.C). C. Contractor's Fee: When applicable, the Contractor's fee for overhead and profit will 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 13.01.6.1 and 13.01.6.2, the Contractor's fee will be 15 percent; b. For costs incurred under Paragraph 13.01.6.3, the Contractor's fee will be 5 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 11.07.C.2.a and 11.07.C.2.b is that the Contractor's fee will be based on: (1) a fee of 15 percent of the costs incurred under Paragraphs 13.01.6.1 and 13.01.6.2 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 5 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 will be no greater than 27 percent of the costs incurred by the Subcontractor that actually performs the Work; d. No fee will be payable on the basis of costs itemized under Paragraphs 13.01.13.4, 13.01.13.5, 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 of the Work will be the amount of the actual net decrease in Cost of the Work and a deduction of an additional amount equal to 5 percent of such actual net decrease in Cost of the Work; and f. When both additions and credits are involved in any one change or Change Proposal, the adjustment in Contractor's fee will be computed by determining the sum of the costs in each of the cost categories in Paragraph 13.01.E (specifically, payroll costs, Paragraph 13.01.13.1; incorporated materials and equipment costs, Paragraph 13.01.13.2; Subcontract costs, Paragraph 13.01.13.3; special consultants costs, Paragraph 13.01.13.4; and other costs, Paragraph 13.01.13.5) and applying to each such cost category sum the appropriate fee from Paragraphs 11.07.C.2.a through 11.07.C.2.e, inclusive. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 48 of 70 11.08 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 must comply with the provisions of Paragraph 11.09. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 12. B. Delay, disruption, and interference in the Work, and any related changes in Contract Times, are addressed in and governed by Paragraph 4.05. 11.09 Change Proposals A. Purpose and Content: Contractor shall submit a Change Proposal to Engineer to request an adjustment in the Contract Times or Contract Price; contest an initial decision by Engineer concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; challenge a set-off against payment due; or seek other relief under the Contract. The Change Proposal will specify any proposed change in Contract Times or Contract Price, or other proposed relief, and explain the reason for the proposed change, with citations to any governing or applicable provisions of the Contract Documents. Each Change Proposal will address only one issue, or a set of closely related issues. B. Change Proposal Procedures 1. Su►bmittal: Contractor shall submit each Change Proposal to Engineer within 30 days after the start of the event giving rise thereto, or after such initial decision. 2. Supporting Data: 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. a. Change Proposals based on or related to delay, interruption, or interference must comply with the provisions of Paragraphs 4.05.D and 4.05.E. b. Change proposals related to a change of Contract Price must include full and detailed accounts of materials incorporated into the Work and labor and equipment used for the subject Work. The supporting data must 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. 3. Engineer's Initial Review: Engineer will advise Owner regarding the Change Proposal, and consider any comments or response from Owner regarding the Change Proposal. If in its discretion Engineer concludes that additional supporting data is needed before conducting a full review and making a decision regarding the Change Proposal, then Engineer may request that Contractor submit such additional supporting data by a date specified by Engineer, prior to Engineer beginning its full review of the Change Proposal. 4. Engineer's Full Review and Action on the Change Proposal: Upon receipt of Contractor's supporting data (including any additional data requested by Engineer), Engineer will conduct a full review of each Change Proposal and, within 30 days after such receipt of the Contractor's supporting data, either approve the Change Proposal in whole, deny it in whole, or approve it in part and deny it in part. Such actions must be in writing, with a copy provided to Owner and Contractor. If Engineer does not take action on the Change EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 49 of 70 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. 5. Binding Decision: Engineer's decision is final and binding upon Owner and Contractor, unless Owner or Contractor appeals the decision by filing a Claim under Article 12. C. 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 in writing that the Engineer is unable to resolve the Change Proposal. For purposes of further resolution of such a Change Proposal, such notice will be deemed a denial, and Contractor may choose to seek resolution under the terms of Article 12. D. Post -Completion: Contractor shall not submit any Change Proposals after Engineer issues a written recommendation of final payment pursuant to Paragraph 15.06.13. 11.10 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. ARTICLE 12—CLAIMS 12.01 Claims A. Claims Process: The following disputes between Owner and Contractor are subject 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; 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; and 4. Subject to the waiver provisions of Paragraph 15.07, any dispute arising after Engineer has issued a written recommendation of final payment pursuant to Paragraph 15.06.13. 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 rests with the party making the Claim. In the case of a Claim by Contractor seeking an increase in the Contract Times or Contract Price, 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 50 of 70 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 will 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 will 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 will resume as of the date of the termination. If the mediation proceeds but is unsuccessful in resolving the dispute, the Claim submittal and decision process will resume as of the date of the conclusion of the mediation, as determined by the mediator. 3. Owner and Contractor shall each pay one-half of the mediator's fees and costs. E. Partial Approval: If the party receiving a Claim approves the Claim in part and denies it in part, such action will be final and binding unless within 30 days of such action the other party invokes the procedure set forth in Article 17 for final resolution of disputes. F. Denial of Claim: If efforts to resolve a Claim are not successful, the party receiving the Claim may deny it by giving written notice of denial to the other party. If the receiving party does not take action on the Claim within 90 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of the inaction, the Claim is deemed denied, thereby commencing the time for appeal of the denial. A denial of the Claim will be final and binding unless within 30 days of the denial the other party invokes the procedure set forth in Article 17 for the final resolution of disputes. G. Final and Binding Results: If the parties reach a mutual agreement regarding a Claim, whether through approval of the Claim, direct negotiations, mediation, or otherwise; or if a Claim is approved in part and denied in part, or denied in full, and such actions become final and binding; then the results of the agreement or action on the Claim will be incorporated in a Change Order or other written document to the extent they affect the Contract, including the Work, the Contract Times, or the Contract Price. 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 51 of 70 2. When needed 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 will be in amounts no higher than those commonly incurred in the locality of the Project, will not include any of the costs itemized in Paragraph 13.01.C, and will 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 in advance of the subject Work. Such employees include, without limitation, superintendents, foremen, safety managers, safety representatives, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work will be apportioned on the basis of their time spent on the Work. Payroll costs include, but are not limited to, salaries and wages plus the cost of fringe benefits, which include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, sick leave, and vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, will 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 accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts will accrue to Owner. All trade discounts, rebates, and refunds and returns from sale of surplus materials and equipment will 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, which 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 will 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 or retained for services specifically related to the Work. 5. Other costs consisting of 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, which are EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 52 of 70 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. 1) In establishing included costs for materials such as scaffolding, plating, or sheeting, consideration will be given to the actual or the estimated life of the material for use on other projects; or rental rates may be established on the basis of purchase or salvage value of such items, whichever is less. Contractor will not be eligible for compensation for such items in an amount that exceeds the purchase cost of such item. c. Construction Equipment Rental 1) Rentals of all construction equipment and machinery, and the parts thereof, in accordance with rental agreements approved by Owner as to price (including any surcharge or special rates applicable to overtime use of the construction equipment or machinery), and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs will be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts must cease when the use thereof is no longer necessary for the Work. 2) Costs for equipment and machinery owned by Contractor or a Contractor -related entity will be paid at a rate shown for such equipment in the equipment rental rate book specified in the Supplementary Conditions. An hourly rate will be computed by dividing the monthly rates by 176. These computed rates will include all operating costs. 3) With respect to Work that is the result of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price ("changed Work"), included costs will be based on the time the equipment or machinery is in use on the changed Work and the costs of transportation, loading, unloading, assembly, dismantling, and removal when directly attributable to the changed Work. The cost of any such equipment or machinery, or parts thereof, must cease to accrue when the use thereof is no longer necessary for the changed 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 builder's risk or other property insurance established in accordance with Paragraph 6.04), provided such losses and damages have resulted from causes 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 include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses will be included in the Cost of the Work for the purpose of determining Contractor's fee. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 53 of 70 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 does not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals, general 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. The cost of purchasing, renting, or furnishing small tools and hand tools. 3. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 4. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 5. 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. 6. Expenses incurred in preparing and advancing Claims. 7. 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 1. When the Work as a whole is performed on the basis of cost -plus -a -fee, then: a. Contractor's fee for the Work set forth in the Contract Documents as of the Effective Date of the Contract will be determined as set forth in the Agreement. b. for any Work covered by a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price on the basis of Cost of the Work, Contractor's fee will be determined as follows: 1) When the fee for the Work as a whole is a percentage of the Cost of the Work, the fee will automatically adjust as the Cost of the Work changes. 2) When the fee for the Work as a whole is a fixed fee, the fee for any additions or deletions will be determined in accordance with Paragraph 11.07.C.2. 2. When the Work as a whole is performed on the basis of a stipulated sum, or any other basis other than cost -plus -a -fee, then Contractor's fee for any Work covered by a Change EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 54 of 70 Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price on the basis of Cost of the Work will be determined in accordance with Paragraph 11.07.C.2. E. Documentation and Audit: Whenever the Cost of the Work for any purpose is to be determined pursuant to this Article 13, Contractor and pertinent Subcontractors will establish and maintain records of the costs in accordance with generally accepted accounting practices. Subject to prior written notice, Owner will be afforded reasonable access, during normal business hours, to all Contractor's accounts, records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and Contractor's fee. Contractor shall preserve all such documents for a period of three years after the final payment by Owner. Pertinent Subcontractors will afford such access to Owner, and preserve such documents, to the same extent required of Contractor. 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. 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 for any of the foregoing will be valid. C. Owner's Contingency Allowance: Contractor agrees that an Owner's 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 for Work covered by allowances, and the Contract Price will 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 55 of 70 thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, and the final adjustment of Contract Price will be set forth in a Change Order, subject to the provisions of the following paragraph. E. Adjustments in Unit Price 1. Contractor or Owner shall be entitled to an adjustment in the unit price with respect to an item of Unit Price Work if: a. the quantity of the item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and b. Contractor's unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change. 2. The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor's costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor. 3. Adjusted unit prices will apply to all units of that item. 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 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 with such procedures and programs 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 will 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 56 of 70 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 will 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 will be at Contractor's expense unless Contractor had given Engineer timely notice of Contractor's intention to 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 written 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, EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 57 of 70 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 will 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 additional inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed. 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, 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, EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 58 of 70 or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work will 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 defective Work as required by Engineer, then Owner may, after 7 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 include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 14.07. 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 for 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. 2. 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 must also be accompanied by: (a) a bill of sale, invoice, copies of subcontract or purchase order payments, or other documentation EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 59 of 70 establishing full payment by Contractor for the materials and equipment; (b) at Owner's request, documentation warranting that Owner has received the materials and equipment free and clear of all Liens; and (c) 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. 3. Beginning with the second Application for Payment, each Application must include an affidavit of Contractor stating that all previous progress payments received by Contractor have been applied to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 4. 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: 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 60 of 70 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; b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto; c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; d. to make any examination to ascertain how or for what purposes Contractor has used the money paid by Owner; 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 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 based on Contractor's conduct in the performance or furnishing of the Work, or Owner has incurred costs, losses, or damages resulting from 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; EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 61 of 70 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 has occurred that would constitute a default by Contractor and therefore justify a termination for cause; j. Liquidated or other 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; or I. Other items entitle 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 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 will 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 will be treated as an amount due as determined by Paragraph 15.01.D.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 7 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 62 of 70 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 will 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 7 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. 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 63 of 70 significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions: 1. At anytime, 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 15.03.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 6.04 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 inspection, annotated record documents (as provided in Paragraph 7.12), and other documents,. Contractor may make application for final payment. 2. The final Application for Payment must 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 64 of 70 d. a list of all duly pending Change Proposals and Claims; 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 Final Application and Recommendation of Payment: 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 10 days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of final payment and present the final Application for Payment to Owner for payment. Such recommendation will 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. 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. Notice of Acceptability: In support of its recommendation of payment of the final Application for Payment, Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to stated limitations in the notice and to the provisions of Paragraph 15.07. D. 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 and issuance of notice of the acceptability of the Work. E. Final Payment Becomes Due: Upon receipt from Engineer of the final Application for Payment and accompanying documentation, Owner shall set off against the amount recommended by Engineer for final payment any further sum to which Owner is entitled, including but not limited to set -offs for liquidated damages and set -offs allowed under the provisions of this Contract with respect to progress payments. Owner shall pay the resulting balance due to Contractor within 30 days of Owner's receipt of the final Application for Payment from Engineer. 15.07 Waiver of Claims A. By making final payment, Owner waives its claim or right to liquidated damages or other damages for late completion by Contractor, except as set forth in an outstanding Claim, EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 65 of 70 appeal under the provisions of Article 17, set-off, or express reservation of rights by Owner. Owner reserves all other claims or rights after final payment. 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 as a Claim, 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 Supplementary Conditions or the terms of any applicable special guarantee required by the Contract Documents), Owner gives Contractor written notice that any Work has been found to be defective, or that Contractor's repair of any damages to the Site or adjacent areas has been found to be defective, then after receipt of such notice of defect 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 adjacent areas; 2. correct such defective Work; 3. remove the defective Work from the Project and replace it with Work that is not defective, if the defective Work has been rejected by Owner, 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 from the corrective measures. B. Owner shall give any such notice of defect within 60 days of the discovery that such Work or repairs is defective. If such notice is given within such 60 days but after the end of the correction period, the notice will be deemed a notice of defective Work under Paragraph 7.17.13. C. If, after receipt of a notice of defect within 60 days and within the correction period, 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 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). Contractor's failure to pay such costs, losses, and damages within 10 days of invoice from Owner will be deemed the start of an event giving rise to a Claim under Paragraph 12.01.13, such that any related Claim must be brought within 30 days of the failure to pay. D. 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. E. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 66 of 70 F. Contractor's obligations under this paragraph are in addition to all other obligations and warranties. The provisions of this paragraph are not to be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 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 directly attributable to any such suspension. Any Change Proposal seeking such adjustments must 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) 10 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) written 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 16.02.13 if Contractor within 7 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 16.02.13, 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, EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 67 of 70 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, 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 will govern over any inconsistent provisions of Paragraphs 16.02.13 and 16.02.D. 16.03 Owner May Terminate for Convenience A. Upon 7 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 for any loss of anticipated profits or revenue, post -termination overhead costs, 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 7 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, 7 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 EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 68 of 70 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 expenses or damage directly attributable to Contractor's stopping the Work as permitted by this paragraph. 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, pursuant to Article 12; and 2. Disputes between Owner and Contractor concerning the Work, or obligations under the Contract Documents, that arise 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; 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 requires the giving of written notice to Owner, Engineer, or Contractor, it will be deemed to have been validly given only if delivered: 1. in person, by a commercial courier service or otherwise, to the recipient's place of business; 2. by registered or certified mail, postage prepaid, to the recipient's place of business; or 3. by e-mail to the recipient, with the words "Formal Notice" or similar in the e-mail's subject line. 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. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 69 of 70 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. 18.04 Limitation of Damages A. With respect to any and all Change Proposals, Claims, disputes subject to final resolution, and other matters at issue, neither Owner nor Engineer, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project. 18.05 No Waiver A. A party's non -enforcement of any provision will not constitute a waiver of that provision, nor will it affect the enforceability of that provision or of the remainder of this Contract. 18.06 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract, as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination of the Contract or of the services of Contractor. 18.07 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 18.08 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party to this Contract of any rights under or interests in the Contract will be binding on the other party 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. 18.09 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. 18.10 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. EJCDC° C-700, Standard General Conditions of the Construction Contract. Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 70 of 70 SUPPLEMENTAL 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 Defined Terms SC-1.01. Add to the list of definitions in Paragraph 1.01.A by inserting the following as numbered items in their proper alphabetical positions: SURETY — The person, firm, or corporation which is bound by the contract bonds with and for Contractor (Principal); and which is held and firmly bound unto Owner for the conditions of obligations set forth in said bonds. ARTICLE 2 — PRELIMINARY MATTERS SC-2.01 Delivery of Bonds and Evidence of Insurance SC-2.01 Delete Paragraphs 2.01 B. in their entirety and insert the following in their 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-2.01 Delete Paragraphs 2.01 C. in its entirety. ARTICLE 4 — PRELIMINARY MATTERS SC-4.01 Commencement of Contract Times; Notice to Proceed SC-4.01 Amend the third sentence of Paragraph 4.01 A. to read as follows: A. In no event will the Contract Times commence to run later than the one hundred eightieth day after the day of Bid opening or the ninetieth day after the Effective Date of the Contract, whichever date is earlier. Supplemental Conditions Page 1 of 11 ARTICLES —AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.01 Availability of Lands SC-5.01 Add the following to the end of paragraph 5.01.C: Contractor shall obtain said land rights at his own expense and without liability to the Owner. Contractor shall not enter upon private property without first obtaining written permission from the rightful property owner. SC-5.03 Subsurface and Physical Conditions SC 5.03 Delete Paragraphs 5.03.A and 5.03.13 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. SC-5.06 Hazardous Environmental Conditions SC 5.06 Delete Paragraphs 5.06.A and 5.06.E in their entirety and insert the following: A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner. B. Not Used. SC-5.06 Delete Paragraph 5.06 I. in its entirety. SC 5.06 Amend the first paragraph of 5.06.J of the General Conditions by changing "(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)" to "(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs)" ARTICLE 6 — BONDS AND INSURANCE SC-6.01 Performance, Payment, and Other Bonds SC 6.01 Delete Paragraph 6.01.0 in its entirety and insert the following: C. All Bonds shall be in the form prescribed by the Contract Documents or other form approved by Owner. All else notwithstanding, the terms of all Bonds shall be substantially in the form prescribed by Chapter 255, Florida Statutes. All Bonds shall be executed by Contractor and a corporate bonding company licensed to transact such business in the State of Florida and named on the current list of "Surety Companies Acceptable on Federal Bonds" as published in the Treasury Department Circular Number 570. Contractor will cause the Bonds to be recorded with the Clerk of the Circuit Court in the county in which the Work is to be performed. Failure to execute bonds in the form prescribed may constitute non responsiveness on the part of Contractor. The expense for all Bonds shall be Contractor's responsibility. Supplemental Conditions Page 2 of 11 SC-6.02 Insurance —General Provisions SC-6.02 Add the following paragraph immediately after Paragraph 6.02.6: 1. Owner shall be shown as the Certificate Holder and provide for a 30-day cancellation notice. SC-6.02 Delete Paragraph 6.02 E. in its entirety. SC-6.02 Add the following paragraph immediately after Paragraph 6.02.N: O. No work shall be commenced under this contract until the required Certificate(s) have been provided. Work shall not continue after expiration (or cancellation) until new Certificate(s) have been provided. Non -continuance of work after expiration (or cancellation) of Certificate(s) will not constitute a delay beyond Contractor's control as defined in paragraph 4.05. P. Contractor shall arrange for its insurers' policies to include, or be endorsed to include, a severability of interest/cross liability provision, so that Owner will be treated as if a separate policy were in existence, but without increasing the policy limits. Q. Contractor's deductibles/self-insured retentions shall be disclosed to Owner and may be disapproved by the latter. They shall be reduced or eliminated at the option of Owner. Contractor is responsible for the amount of any deductible or self -insured retention. R. Insurance required of Contractor or any other insurance of Contractor shall be considered primary and insurance or self-insurance of Owner shall be considered excess, as may be applicable to claims that arise out of this contract. S. The Contractor shall either (a) require each subcontractor to procure and maintain the same coverage as required of the Contractor, or (b) insure the activities of subcontractors in his own policy. SC-6.04 Builder's Risk and Other Property Insurance SC-6.04.A. Add the following to the end of Paragraph 6.04.A: 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 Supplemental Conditions Page 3 of 11 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). S. 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. 9. not include a co-insurance clause. 10. 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. 14. include for the benefit of Owner loss of profits and soft cost coverage including, without limitation, fixed expenses and debt service for a minimum of 12 months with a maximum deductible of 30 days, plus attorneys fees and engineering or other consultants' fees, if not otherwise covered; 15. include by express endorsement coverage of damage to Contractor's equipment. Supplemental Conditions Page 4 of 11 SC-6.03 Contractor's Insurance SC 6.03 Add the following new paragraph immediately after Paragraph 6.03.C: D. The limits of liability for the insurance required by Paragraph 6.03 of the General Conditions shall provide coverage for not less than the amounts listed in the Agreement or greater where required by Laws and Regulations: SC-6.05 Property Losses; Subrogation SC-6.05A Amend Paragraph 6.05.A.1 of the General Conditions by striking out the following words: "Owner and" ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES SC-7.03 Labor; Working Hours SC-7.03.C. Amend the first and second sentences of Paragraph 7.03.0 to state "...all Work at the Site shall be performed during regular working hours, 7:30 AM through 5:00 PM. Contractor will not perform Work on a Saturday, Sunday, or any legal holiday recognized by the Owner without prior written approval by the Owner. The Owner recognizes the following legal holidays: New Year's Day (January 1) Martin Luther King Jr. Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday of May) Juneteenth Day (June 19) Independence Day (July 4) Labor Day (15t Monday of September) Veteran's Day (November 11) Thanksgiving Day (4t'' Thursday of November) Day After Thanksgiving (4th Friday of November) Christmas Eve (December 24) Christmas Day (December 25) New Year's Eve (December 31)" SC-7.03.D. Add the following new paragraph immediately after Paragraph 7.03.C: 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 outside of regular working hours as defined in the Contract Documents. 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. Supplemental Conditions Page 5 of 11 SC-7.08 Delete Paragraph 7.08 B. in its entirety. SC-7.12 Record Documents SC-7.12.A. Add the following new paragraph immediately after Paragraph 7.12.A: Annotation of record documents shall be legible, precise, and complete as determined by Engineer. Record drawings shall also meet all additional requirements if any as specified in the Contract Documents including providing an electronic CAD version. SC-7.13 Safety and Protection SC-7.13.A. Add the following new paragraph immediately after Paragraph 7.13.A.3: 4. Contractor shall be responsible at all times for precautions to achieve the protection of all persons, including employees and property. Contractor shall make special effort to detect hazardous conditions and shall take prompt action where necessary to avoid accident, injury, or property damage. OSHA and all other applicable safety laws and ordinances shall be followed as well as American National Standards Institute Safety Standards. All accidents, injuries, claims, or potential claims shall be reported promptly to Owner. SC-7.16 Submittals SC-7.16.E. Add the following new paragraph immediately after Paragraph 7.16.E.3: 3. Contractor shall reimburse Owner for the charges of Engineer and Engineer's Consultants for costs generated as a result of more than two submittals of any one Shop Drawing or Sample being required for evaluation due to rejection for noncompliance of the original submittal or for lack of information required by the Contract Documents. Owner's reimbursement for the charges shall be a deduction from Contractor's Partial Payment(s). SC-7.18 Indemnification SC-7.18 Delete in its entirety ARTICLE 9 — OWNER'S RESPONSIBILITIES SC-9.02 Replacement of Engineer SC-9.02 Amend paragraph 9.02 of the General Conditions by striking out the following words: ",provided the Contractor makes no reasonable objection the replacement engineer." SC-9.11 Evidence of Financial Arrangements SC-9.11 Delete in its entirety Supplemental Conditions Page 6 of 11 ARTICLE 10 — ENGINEER'S STATUS DURING CONSTRUCTION SC-10.03 Resident Project Representative SC-10.03 Add the following new paragraphs immediately after Paragraph 10.03.6: 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. 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. S. 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. Supplemental Conditions Page 7 of 11 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. 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. Supplemental Conditions Page 8 of 11 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 final punch list of items to be completed and deficiencies to be remedied. c. Observe whether all items on the final list have been completed or corrected and make recommendations to Engineer concerning acceptance and issuance of the notice of acceptability of the work. C. The RPR shall not: 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including "or -equal" items). 2. Exceed limitations of Engineer's authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of Contractor, Subcontractors, or Suppliers. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures of Contractor's work. S. Advise on, issue directions regarding, or assume control over security or safety practices, precautions, and programs in connection with the activities or operations of Owner or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted off -site by others except as specifically authorized by Engineer. 7. Accept Shop Drawing or Sample submittals from anyone other than Contractor. 8. Authorize Owner to occupy the Project in whole or in part. Supplemental Conditions Page 9 of 11 ARTICLE 12 — CLAIMS SC-12.01 Claims SC 12.01.E Amend the first sentence of paragraph 12.01.E of the General Conditions by changing "(but in no event later than 30 days)" to "(but in no event later than 90 days for the Owner and no later than 30 days for the Contractor)". ARTICLE 13 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK SC-13.01 Cost of the Work SC 13.01.B.5.c Add the following to the end of Paragraph 13.01.B.5.c: In no case shall rates exceed those published by the current edition of Data Quest Incorporated titled, Rental Rate Blue Book for Construction Equipment, and other procedures established by Florida Department of Transportation. SC 13.01.B.5.f Amend the first sentence of paragraph 13.01.B.S.f by striking out the following words: "(except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 6.05)." SC 13.01.B.5.i Add the following new paragraphs immediately after paragraph 13.01.B.5.i: j. The cost of compliance with current local, state and federal safety regulations. SC-13.03 Unit Price Work SC 13.03.E Delete Paragraph 13.03.E in its entirety and insert the following in its place: E. The unit price of an item of Unit Price Work shall be subject to reevaluation and adjustment by the Owner under the following conditions: 1. if the extended price of a particular item of Unit Price Work amounts to 25 percent or more of the Contract Price (based on estimated quantities at the time of Contract formation) and the variation in the quantity of that particular item of Unit Price Work actually furnished or performed by Contractor differs by more than 25 percent from the estimated quantity of such item indicated in the Agreement; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 3. if Owner believes that the quantity variation entitles Owner to an adjustment in the unit price, Owner may make a Claim, seeking an adjustment in the Contract Price. SC 13.03.E Add the following new paragraphs immediately after Paragraph 13.03.E: F. Owner reserves the right to delete any Unit Price Work with the change, if any, in the Contract Price or in the Contract Times determined in accordance with Article 11. Supplemental Conditions Page 10 of 11 ARTICLE 14 —TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC-14.02 Tests, Inspections, and Approvals SC 14.02.A Add the following to the end of Paragraph 14.02.A: Contractor shall reimburse Owner for the charges of Engineer and Engineer's Consultants for all costs due to work not being ready for tests and/or inspections when the Contractor has notified Engineer that work is ready for tests and/or inspections. Contractor shall reimburse Owner for all failed tests and subsequent retests. Partial payments payable to Contractor shall be distributed, first to reimburse the Owner for such charges, with the balance distributed to the Contractor in accordance with the Contract Documents. ARTICLE 15 — PAYMENTS TO CONTRACTOR; SET -OFFS; COMPLETION; CORRECTION PERIOD SC-15.01 Progress Payments SC 15.01.13.3 Delete Paragraph 15.01.13.3 in its entirety and insert the following in its place: Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor certifying that Contractor has disbursed to all subcontractors and suppliers having an interest in the contract their pro rata shares of the payment out of previous progress payments received by Contractor for all work completed and materials furnished in the previous period, less a retainage withheld by Contractor pursuant to an agreement with a subcontractor. Contractor shall provide a waiver of lien for all stored materials with the second application for payment after submitting application for payment. If the waiver of lien is not provided, current application for payment will be reduced by the value of the stored materials until said time waiver of lien is received or stored materials become incorporated in the Work. Within 30 days of receipt for the final progress payment or any other payments received thereafter except the final payment,. Contractor shall pay all subcontractors and suppliers having an interest in the contract their pro rata shares of the payment for all work completed and materials furnished. SC-15.03 Substantial Completion SC 15.03.13 Add the following new subparagraph to Paragraph 15.03.13: 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. Supplemental Conditions Page 11 of 11 Work Change Directive No. Date of Issuance: Effective Date: Owner: Owner's Task Order No.: Contractor: Contractor's Project No.: Engineer: Engineer's Project No.: Project: Contract Name: Contractor is directed to proceed promptly with the following change(s): Description: Attachments: [List documents supporting change] Purpose for Work Change Directive: Directive to proceed promptly with the Work described herein, prior to agreeing to changes on Contract Price and Contract Time, is issued due to: check one or both of the following] F—]Non-agreement on pricing of proposed change. F-1 Necessity to proceed for schedule or other Project reasons. Estimated Change in Contract Price and Contract Times (non -binding, preliminary): Contract Price $ Contract Time days Basis of estimated change in Contract Price: F-1 Lump Sum F-1 Cost of the Work RECOMMENDED: By: By: Engineer (Authorized Signature) Title: Title: Date: Date: Approved by Funding Agency (if applicable) By: Title: [increase] [decrease]. [increase] [decrease]. F-1 Unit Price F-1 Other AUTHORIZED BY: Owner (Authorized Signature) Date: RECEIVED: By: Contractor (Authorized Signature) Title: Date: C-940, Work Change Directive Page 1 of 1 Change Order No. Date of Issuance: Owner: Contractor: Engineer: Project: Effective Date: Owner's Task Order No.: Contractor's Project No.: Engineer's Project No.: Contract Name: The Contract is modified as follows upon execution of this Change Order: Description: Attachments: [List documents supporting change] CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES note changes in Milestones if applicable] Original Contract Price: Original Contract Times: Substantial Completion: $ Ready for Final Payment: days or dates [Increase] [Decrease] from previously approved Change [Increase] [Decrease] from previously approved Change Orders No. to No. Orders No. to No. Substantial Completion: $ Ready for Final Payment: days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: $ Ready for Final Payment: days or dates [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial Completion: $ Ready for Final Payment: days or dates Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: $ Ready for Final Payment: days or dates RECOMMENDED: ACCEPTED: By: By: By: Engineer (if required) Owner (Authorized Signature) Title: Title Title Date: Date Date Approved by Funding Agency (if applicable) By: Date: Title: ACCEPTED: Contractor (Authorized Signature) C-941, Change Order Page 1 of 1 Field Order No. Date of Issuance: Owner: Contractor: Engineer: Project: Effective Date: Owner's Task Order No.: Contractor's Project No.: Engineer's Project No.: Contract Name: Contractor is hereby directed to promptly execute this Field Order, issued in accordance with General Conditions Paragraph 11.01, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Description: Attachments: By: Title: Date: Specification(s) ISSUED: Engineer (Authorized Signature) Copy to: Owner By: Title: Date: Drawing(s) / Detail(s) RECEIVED: Contractor (Authorized Signature) C-942, Field Order Page 1 of 1 Allowance Release No. Date of Issuance: Effective Date: Owner: Owner's Task Order No.: Contractor: Contractor's Project No.: Engineer: Engineer's Project No.: Project: Contract Name: The approved Construction Allowance is modified as follows upon execution of this Allowance Release: Description: Attachments: [List documents supporting change] CHANGE IN APPROVED CONSTRUCTION ALLOWANCE Original Construction Allowance: [Increase] [Decrease] from previously approved Allowance Release No. to No. Construction Allowance prior to this Allowance Release: [Increase] [Decrease] of this Allowance Release: Construction Allowance incorporating this Allowance Release: RECOMMENDED: ACCEPTED: By: By: By: Engineer (if required) Owner (Authorized Signature) Title: Title Title Date: Date Date ACCEPTED: Contractor (Authorized Signature) C-943, Allowance Release Page 1 of 1 No Text SECTION 01010 SUMMARY OF WORK PART I - GENERAL 1.01 WORK COVERED BY THESE CONTRACT DOCUMENTS The Contractor shall furnish all labor and specified materials necessary to perform the temporary relocation of the Village's concentrate disposal (reject) main near the US-1 bridge as shown on the plans in Tequesta, Florida. The project shall include all piping, fittings, couplings, accessories and appurtenances, site restoration, testing, removal and/or abandoning of the existing piping as specified, obtaining all required permits, compliance with permit conditions, Village of Tequesta (Village) Water Utility Standards and Palm Beach County (PBC) Standards, and any other items depicted on the drawings and described in these documents and reference materials. In addition to infrastructure improvements, this project shall include swale restoration located under and adjacent to the US-1 bridge including riprap, fencing, landscaping, and other miscellaneous items. These items shall be restored as shown on the construction drawings but at a minimum they should be restored to their original condition or better. Contractor's Duties: 1. Except as specifically noted, provide and pay for: a. Mobilization and demobilization b. Labor, materials, and equipment C. Tools, construction equipment, and fuel d. Temporary utilities, provisions, and controls required for construction e. Freight and sales tax f. Surveying and field engineering g. Locating and protecting existing utilities h. Compliance with all of the conditions of the permits issued and required to be obtained by the Contractor for this project i. Coordination of shut down schedule for tie-in with the Village j. Coordination with Village for routine sampling efforts at designated sampling port 1.02 CONTRACTS A. Construct the Work under a Unit Price contract. B. Subcontractors (when used) shall be supervised by and work directly for the Contractor. 01010-1 1.03 WORK BY OTHERS AND FUTURE WORK A. The Owner reserves the right to add to the work in accordance with the Contract Documents. 1.04 WORK SEQUENCE A. Sequence of work will be discussed and decided at the Pre -Work Conference. B. Work shall only be performed during the authorized construction hours and days as specified by the Village of Tequesta. If work needs to be performed outside of the authorized hours and/or days to allow the work to progress, special permission from the Village shall be requested by the Contractor a minimum of 14 days before this work is to begin. C. The Contractor shall coordinate closely with the Village of Tequesta for an optimal construction schedule that minimizes disruption to service and normal traffic flow. Evening and weekend work hours may be required and shall be coordinated with the Village of Tequesta prior to commencement. 1.05 CONTRACTOR -FURNISHED PRODUCTS AND RESPONSIBILITIES A. Products furnished to the site and paid for by the Contractor: 1. All products necessary to complete the work described herein these contract documents and specifications. B. Contractor's Responsibilities: 1. Review and incorporate Owner -reviewed shop drawings, product data, and samples into the construction of the project. 2. Prepare, apply for, and obtain permits that are specified to be obtained by the Contractor. 3. Provide for the notification of residents for work on private property, including door hangers, individual meetings, public meetings, etc. 4. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 5. Repair or replace items damaged after receipt. 6. Arrange and pay for product delivery to site. 7. Handle, store, install, and delivered products. 8. Submit claims for transportation damage and replace damaged, defective, or deficient items. 9. Arrange for manufacturers' warranties, inspections, and service. 01010-2 1.06 OWNER -FURNISHED PRODUCTS AND RESPONSIBILITIES A. Products furnished to the site and paid for by the Owner: 1. All products necessary to complete the work described herein these contract documents and specifications. B. Owner's Responsibilities: 1. Repair or replace items damaged after receipt. 2. Arrange and pay for product delivery to site. 3. Handle and store delivered products until installation by the Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties and service, as required. 1.07 CONTRACTOR'S USE OF THE PREMISES A. All work shall be within the limits of the FDOT right-of-way (ROW) and easements to the greatest extent practical. The Contractor shall be responsible for maintenance of traffic when working within the public ROW. This project will require close coordination between the Village, FDOT and the Contractor during construction. B. The Contractor shall be fully responsible for the safety and security of the construction area including any temporary measures required to maintain its protection. The Contractor will be responsible for any damages or theft incurred to his tools, equipment, machinery, and new work in -place not yet fully accepted by the Owner. C. The Contractor shall be responsible for maintenance of traffic when working within the public ROW. D. The Contractor shall maintain vehicular and pedestrian access to driveway entrances. A minimum of one traffic lane should remain open to the greatest extent practical. 1.08 PERMITS REQUIRED A. The Contractor will be responsible for complying with all conditions specified in each of the project's permits and licenses. A description of the project permits is described in Specification 01060. PART 2 — PRODUCTS NOT USED. 01010-3 PART 3 - EXECUTION NOT USED. END OF SECTION 01010-4 SECTION 01020 MAINTENANCE AND PROTECTION OF PROPERTIES PART 1 - GENERAL 1.01 MAINTENANCE OF AREA UNDER CONSTRUCTION A. The Contractor should use the following as a guideline to plan and control the areas under construction. 1. No trench shall remain open at the end of each workday. 2. Restrict the length of open excavation (down to pipe zone) to a maximum of 100-1-F. 3. Contractor shall be responsible to restore local traffic access at end of each workday whenever possible &reasonable. 4. Contractor shall coordinate with the Owner to ensure detour routes will be clear. 5. Contractor shall provide bridging or temporary backfill of an open trench within a reasonable time period when requested to allow access to residential and commercial driveways throughout the duration of work. 6. All driveways shall be open and accessible each night at the end of work, unless approved otherwise by the Village. B. All closed trenches should receive a temporary rock surface in order to accommodate local vehicular and pedestrian traffic each night. Temporary surface shall be a minimum of four inches road base material, compacted, graded and maintained by the Contractor. C. The Contractor shall perform his construction activities within the following time periods: Within 3 days after acceptance of the trench backfill, the base shall be restored including priming and/or sealing and shall be open for traffic. The asphalt wearing surface shall be replaced no later than 2 weeks after completion of the base course with complete surface restoration within the ROW including grassing, sodding and all concrete work within 4 weeks after completion of restoration of the base course. Any restoration or repair work required to be completed on private property must be completed within either 48 hours of completion of work or in the case of repair to construction damage, following notification for the need for such repair. 1.02 PROTECTION OF EXISTING AND ADJACENT PROPERTIES A. All shrubbery, paved streets and walks, driveways, fences and walls, adjacent structures and equipment shall be fully protected against damage 01020-1 during each stage of the project. Any damage by the Contractor shall be fully restored to original condition unless indicated otherwise on the drawings or by the Owner. B. The use of heavy vibratory rollers in compacting the fill has the potential to cause some movement of any nearby structures founded on shallow mats/footings. For these reasons, the use of heavy vibratory drum rollers is not recommended in residential and commercial areas. Trench backfill should be compacted using walk behind vibratory equipment. As part of the pre -construction activities, the Contractor is required to perform a condition survey of buildings adjacent to the roadways as a basis for establishing preconstruction building assessments for defense or verification of construction damage claims. It may be necessary for the Contractor to provide a vibration monitoring plan as part of his construction activities. C. Contractor shall protect all property that may be affected by his work or operations. The location and extent of underground and covered facilities are not guaranteed, and the Contractor is cautioned to proceed with care in order to prevent the undermining or damage to existing structures, piping, or facilities. D. In the event any of the Contractor's activities were to disrupt or endanger any facilities, he shall at his own expense make all necessary repairs or replacements necessary to correct the situation to the satisfaction of the Engineer. Such work shall progress continuously to completion on a 24-hour per day, seven workday basis. The Contractor shall be responsible for the services of repair crews on call 24 hours per day for emergencies that arise involving work under this Contract. 1.03 SITE CONDITIONS A. Site Investigation and Representation 1. The Contractor acknowledges satisfaction as to the general nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, availability of labor, water, electric power, roads, and uncertainties of weather, or similar physical conditions, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and all other matters which can in any way affect the work or the cost thereof under this contract. 2. Failure by the Contractor to become acquainted with the physical conditions and all the available information will not relieve the Contractor from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The Contractor warrants that as a result of examination and investigation of all the aforesaid data, the Contractor can perform the 01020-2 work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. B. Information on Site Conditions 1. Subsurface Investigations a. The Contractor shall be responsible for having determined to his satisfaction, prior to the submission of his bid, the nature and location of the work, the conformation of the ground, the character and quality of the substrata, the types and quantity of materials to be encountered, the nature of the groundwater condition, the character of equipment and facilities required preliminary to and during the performance of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. The prices established for the work to be done shall reflect all costs pertaining to the work. Any claims for extras based on the substrata or ground water table conditions will be disallowed. b. The Contractor further acknowledges that he assumes all risk contingent upon the nature of the subsurface conditions actually encountered by him in performing the work covered by the Contract, even though such actual conditions may result in the Contractor performing more or less work than he originally anticipated. 1.04 PROTECTION OF EXISTING UTILITIES A. Contractor's Responsibility for Utility Properties and Service 1. Where the Contractor's operations could cause damage or inconvenience to telephone, television, power, water, or sewer systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor with the owner of the utility affected. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances should any utility be exposed without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. 01020-3 3. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 4. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. 5. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. 6. The Contractor will take steps to collect and dispose of all sewage that leaks and/or spills during the performance of this contract. Any leakage or spillage will be cleaned up to the satisfaction of the Department of Environmental Protection. 7. In the event the Contractor encounters sanitary service or water service lines that interfere with trenching, he may, by obtaining prior approval of the property owner, Owner or Fire Department as applicable, and the Engineer, cut the service, dig through, and restore the service with similar and equal materials at the Contractor's expense. 8. The Contractor shall replace in kind, at his own expense, all existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract documents or ordered by the Engineer. This includes any irrigation systems along the corridor. B. Interfering Structures 1. Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. 2. Protect underground and aboveground existing structures from damage, whether or not they lie within the limits of the easements obtained by the Owner. Where such existing fences, gates, driveways, sheds, buildings, or any other structure must be removed in order to properly carry out the construction, or are damaged during construction, restore to their original condition to the satisfaction of the Village and the property owner involved at the Contractor's own expense. Notify the Engineer of any damaged underground structure and make repairs or replacements before backfilling. 3. Without additional compensation, the Contractor may remove and replace in a condition as good as or better than original, such small 01020-4 miscellaneous structures as fences, mailboxes, and signposts that interfere with the Contractor's operations. C. Field Relocation 1. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered which prevent the construction, and which are not properly shown on any Contract Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures. If the Contractor shall fail to do so, notify the Engineer and proceeds with the construction despite this interference when an existing structure is encountered, he shall do so at his own risk. 1.05 PRESERVATION, RESTORATION, AND CLEANUP A. Site Restoration and Cleanup 1. At all times during the work, keep the premises clean and orderly, and upon completion of the work, repair all damage caused by equipment and leave the project free of rubbish or excess materials of any kind. 2. Stockpile excavated materials in a manner that will cause the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences, regardless of whether these are on private property, or on state, county, or the Village rights -of -way. Remove all excavated materials from grassed and planted areas and leave these surfaces in a condition equivalent to their original condition. 3. All existing drainage ditches and culverts shall be reopened and graded, and natural drainage restored. Restore culverts broken or damaged to their original condition and location. 4. Upon completion of pipe laying and backfilling operations, clean all former grassed and planted areas, leaving all disturbed areas free from rocks, gravel, clay, or any other foreign material. The finished surface shall conform to the original surface and shall be free -draining and free from holes, ruts, rough spots, or other surface features detrimental to a seeded area. B. Finishing of Site, Borrow, and Storage Areas 1. Upon completion of the project, all areas used by the Contractor shall be properly cleared of all temporary structures, rubbish, and waste materials and properly graded to drain and blend in with the abutting property. Areas used for the deposit of waste materials shall be finished to properly drain and blend with the surrounding terrain. 01020-5 C. Street Cleanup During Construction 1. Thoroughly clean all spilled dirt, gravel, or other foreign material caused by the construction operations from all streets and roads at the conclusion of each day's operation to the satisfaction of the Owner. Sidewalks, unless under construction, shall be kept clear of material, and available for pedestrian use at all times. D. Dust Prevention 1. Give all unpaved streets, roads, detours, haul roads or disturbed areas used in the construction area an approved dust -preventive treatment or periodically water to prevent dust. Applicable environmental regulations for dust prevention shall be strictly enforced. E. Preservation of Irrigation and Drainage Ditches 1. After backfilling of the trenches, restore all irrigation and storm drain ditches destroyed, damaged, or otherwise modified during construction to a condition equivalent, in the opinion of the Engineer, to the condition of the ditch before construction. Ditches so reconstructed shall be built in their original locations. END OF SECTION 01020-6 SECTION 01030 HURRICANE PREPAREDNESS PART 1 - GENERAL 1.01 HURRICANE PREPAREDNESS PLAN A. The Contractor's attention is drawn to the possibility of hurricane or severe storm conditions occurring at the site of work during the course of Contract Work. B. Within fourteen (14) days of the date of the Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The plan should outline the necessary measures which the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane or severe weather warning. C. In the event of inclement weather, or whenever the Owner shall direct, the Contractor shall, and will, cause Subcontractors to carefully protect the Work and materials against damage or injury. Work and materials damaged due to inclement weather shall be removed and replaced at the expense of the Contractor. 1. Hurricane Watch: Upon designation of a hurricane watch, the Contractor shall be responsible for storing all loose supplies and equipment on the job site that may pose a danger. In addition, the Contractor shall remove all bulkheads and plugs in pipelines that would impede drainage in the event of flooding. Structures that may be in danger of floatation shall be flooded. The Contractor shall also cooperate with the Owner in protecting any other structures at the site. 2. Hurricane Warning: No mobile "temporary facility" under the control of or on the property of the Owner shall be staffed during a hurricane warning. Contractor facilities meeting these criteria shall be evacuated. Reasonable steps shall be taken to protect all such facilities and their contents from damage and to avoid the facility causing damage to the surroundings. Reasonable steps shall be taken to protect existing improvements from damage and to avoid damage to the surroundings caused by staged materials, equipment, or other facilities related to the project. D. The Contractor may be required to backfill excavation depending on the severity of the approaching storm or the expected amount of rainfall. Additionally, erosion protection and inlet protection may also be required by the Owner depending on the site conditions at the time of the Hurricane Watch. 01030-1 PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01030-2 SECTION 01050 FIELD ENGINEERING AND SURVEYING PART 1 - GENERAL 1.01 DESCRIPTION A. The Contractor shall provide and pay for field engineering and surveying services required for the project. B. The Owner's representative will identify existing control points, as required. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE: A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Section 01010 - Summary of Work C. Section 01300 — Submittals and Progress Schedules D. Section 01720 - Project Record Drawings 1.03 QUALIFICATIONS OF SURVEYOR A. Professional Land Surveyor (PLS) registered in the State of Florida. 1.04 SURVEY REFERENCE POINTS A. Existing horizontal and vertical control points for the project are those designated on the drawings. B. The Contractor shall locate and protect survey control and reference points. The Contractor shall provide additional benchmarks as required to construct the project. C. Control datum for survey is that indicated on Drawings. D. Protect survey control points prior to starting site work; preserve permanent reference points during construction. E. Promptly report the loss or destruction of any reference point or relocation required because of changes in grades or other reasons to the Engineer. 01050-1 F. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish lines, grades, and elevations by instrumentation or similar appropriate means utilizing recognized engineering survey practices. B. Horizontal alignment for the proposed construction will be controlled by property lines, easement boundaries, and existing structures. The Contractor shall be responsible to establish reference lines and necessary offsets to establish piping alignment, and equipment and structure location. C. Vertical alignment for the proposed construction will be based on the existing grades and benchmarks identified on the drawings. The Contractor shall be responsible to establish proposed grades. The grade stakes shall be provided by the Contractor. D. Establish a minimum of two permanent bench marks on site, referenced to established control points per project area. Record locations, with horizontal and vertical data, on project record documents. E. Periodically verify layouts by same means. F. Prior to destruction of existing improvements, record existing grades to be used in reconstruction to assure proper flow of surface water runoff is maintained after restoration. 1.06 RECORDS A. Maintain a complete, accurate log of all control and survey work as it progresses. B. Upon completion of the project, prepare record drawings in accordance with related specification section. 1.07 SUBMITTALS A. Submit name and address of Surveyor/Engineer to Owner. B. On request, submit copies of field notes and documentation verifying the accuracy of the survey work. 01050-2 1.08 EXAMINATION A. The Contractor is responsible for verifying survey control points prior to initiation of work. B. The Contractor shall promptly notify Engineer of any discrepancies discovered. 1.09 QUALITY CONTROL A. Quality control of the Work shall be the Contractor's responsibility and Contractor shall make every effort to produce the best quality work, as specified on the drawings and specifications. B. Forty-eight (48) hour notification to the Engineer by the Contractor shall be required for all specified field investigations unless otherwise noted. PART 2 — PRODUCTS NOT USED. PART 3 — EXECUTION NOT USED. END OF SECTION 01050-3 This page intentionally left blank. 01050-4 SECTION 01060 REGULATORY REQUIREMENTS AND NOTIFICATIONS PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. Obtain and pay for all permits and licenses as required for construction of the project. B. Schedule all inspections and obtain all written approvals of the agencies required by the permits and licenses. C. Comply with all conditions specified in each of the permits and licenses. D. The Contractor shall keep a copy of all permits and easements complete with conditions, attachments, exhibits, and modifications at the work site and provide copies of the permits to the appropriate subcontractors. The Contractor is responsible for ensuring that the permit conditions are explained to the appropriate construction personnel. 1.02 PERMITS OBTAINED BY OWNER The Owner will apply and pay for the following permits: 1. ARMY CORPS OF ENGINEERS: The individual permit for construction within the navigable waterway from the Army Corps of Engineers has been obtained for this project by the Owner. A copy of this permit has been included in Appendix A. The Contractor shall conform to the conditions of this permit as part of this contract. 2. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION: A minor modification to the Village's operating permit from the Florida Department of Environmental Protection has been obtained for this project by the Owner. A copy of this permit has been included in Appendix A. The Contractor shall conform to the conditions of this permit as part of this contract. 3. FLORIDA DEPARTMENT OF TRANSPORTATION: A utility permit for construction within the state's right-of-way from the Florida Department of Transportation has been obtained for this project by the Owner. A copy of this permit has been included in Appendix A. The Contractor shall conform to the conditions of this permit as part of this contract. 01060 - 1 1.03 PERMITS OBTAINED BY CONTRACTOR A. The Contractor shall prepare and submit documentation required for the self -certification of an Environmental Resource Permit (ERP) by the Florida Department of Environmental Protection. A copy of the application has been provided in Appendix B. The contractor shall conform to the conditions of this permit as part of this contract. B. The Contractor shall prepare and pay for the Notice of Intent (NOI) to use the Generic Permit for Stormwater Discharge from Construction Activity, which will include Stormwater Pollution Prevention Plan (SWPPP) as required by F.A.C. 62-621.300(4) and the Environmental Protection Agency (EPA) as part of the National Pollutant Discharge Elimination System (NPDES). (See Appendix B) C. Contractor shall prepare, submit and obtain the appropriate dewatering permits and/or any temporary stormwater discharge permits from the South Florida Water Management District and/or Florida Department of Environmental Protection. 1.04 NOTIFICATION A. The Contractor is required to notify the Owner and any applicable permitting agency who requires notification as part of their permit condition within the timeframe stated on the permit. If no time exists, notification shall be a minimum of 48 hours prior to initiating construction. B. Utility Companies: Contractor shall notify the Sunshine State One Call of Florida (SSOCF) service at 811, 48 hours prior to digging for direct bury and 10 days prior to digging or initiating construction of underwater construction activities, as required by Florida Statues Chapter 556 throughout the duration of the construction project. C. The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. 1.04 PERMIT CONDITIONS A. Contractor shall comply with and furnish all items necessary to satisfy any general or specific conditions that are a part of the Owner obtained permits. PART 2 — PRODUCTS NOT USED 01060-2 PART 3 - EXECUTION NOT USED END OF SECTION 01060 - 3 (This page intentionally left blank.) 01060 - 4 SECTION 01090 REFERENCE STANDARDS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Abbreviations and acronyms used in Contract Documents to identify reference standards. 1.02 QUALITY ASSURANCE A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes establish stricter standards. B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. C. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. D. Conform to reference standard by date of issue current on bid date. E. Obtain copies of standards when required by the Contract Documents. F. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. G. Should specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding. H. Neither the contractual relationship, duties, nor responsibilities of the parties in Contract nor those of the Engineer shall be altered by the Contract Documents by mention or inference otherwise in any reference document. 1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS A. Obtain copies of reference standards direct from publication source, when needed for proper performance of work, or when required for submittal by Contract Documents. 01090 - 1 B. The following, as appropriate to project, is a list of referenced standards and their mailing addresses for requesting copies of standards: AA Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001 ACI American Concrete Institute Box 19150 Redford Station Detroit, MI 48219 Al Asphalt Institute Asphalt Institute Building College Park, MD 20740 RISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020 AISI American Iron and Steel Institute 1000 16t" Street, NW Washington, D.C., 20036 ANSI American National Standards Institute 1430 Broadway New York, NY 10 018 ASME American Society of Mechanical Engineers 345 East 47t" Street New York, NY 10 017 ASPA American Sod Producers' Association Association Building Ninth and Minnesota Hastings, NE 68901 ASSE American Society of Sanitary Engineers 960 Illuminating Building Cleveland, OH 44113 01090 - 2 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood -Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society 2501 NW 7t" Street Miami, FL 33125 AWWA American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235 CDA Copper Development Association 57t" Floor, Chrysler Building 405 Lexington Avenue New York, NY 10017 CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue Washington, D.C. 20036 County Palm Beach County Engineering and Public Works 2300 N. Jog Road West Palm Beach, FL 33411 CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street, Suite 2110 Chicago, IL 60601 FDEP Florida Department of Environmental Protection 3900 Commonwealth Blvd. Tallahassee, FL 32399 FDOT Florida Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, FL 32301 FM Factory Mutual System 1151 Boston -Providence Turnpike Norwood, MA 02062 01090-3 FS Federal Specifications General Services Administration Specifications and Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, D.C. 20407 MUTCD Manual on Uniform Traffic Control Devices Federal Highway Administration (FHWA) 1200 New Jersey Ave., SE Washington, DC 20590 NEMA National Electrical Manufacturers Association 2101 L Street, NW Washington, D.C. 20037 N FPA National Fire Protection Association 470 Atlantic Avenue Boston, MA 02210 NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, D.C. 20036 NSF National Sanitation Foundation NSF Building 3475 Plymouth Road Ann Arbor, MI 48106 NSWMA National Solid Waste Management Association 1120 Connecticut Avenue, NW Washington, D.C. 20036 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 20076 PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606 PS Product Standard U.S. Department of Commerce Washington, D.C. 20203 01090 - 4 SFWMD South Florida Water Management District 3301 Gun Club Road West Palm Beach, FL 33406 TCA Technical Aid Series Construction Specifications nstitute 1150 Seventeenth Street, NW Washington, D.C. 20036 UL Underwriters Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 Village Village of Tequesta Utilities Department 345 Tequesta Drive Tequesta, FL 33469 PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01090-5 This page intentionally left blank 01090 - 6 SECTION 01150 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 DESCRIPTION This section defines the method which will be used to determine the quantities of work performed, materials supplied and establishes the basis upon which payment will be made. A. The Unit Cost Prices stated in the Contract shall be considered payment in Full for the completion of all work. Payment shall be made under each item only for work as it is not specifically included under other items. B. The Contractor shall furnish all labor, equipment and material required to complete the construction and testing of the watermain extension and associated appurtenances. C. The following explanation of the Measurement and Payment for the bid items is provided; however, the omission of reference to any item shall not alter the intent of the Bid Form or relieve the Contractor of the necessity of constructing a complete project under this Contract. 1.02 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. The Village orEngineer 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. 1.03 MEASUREMENT STANDARDS All work completed under the Contract shall be measured according to United States Standard Methods. 1.04 METHOD OF MEASUREMENT 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. 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. At intersections, the measurement used for length of side area will be measured from the outside edge of the width allowed along the main trench. 01150 - 1 1.05 PAYMENT 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. 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. 1.06 COSTS INCLUDED IN PAYMENT ITEMS No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work. • Clearing and grubbing. • Trench excavation, including necessary pavement removal, except as otherwise specified. • Structural fill, backfill, density testing and grading. • Site cleanup. • Foundation and borrow materials, except as hereinafter specified. • Stormwater pollution prevention plan. • Survey layout and as builts. • Testing and placing system in operation. • Any material and equipment required to be installed and utilized for tests. • Maintaining the existing quality of service during construction. • Appurtenant work as required for a complete and operable system. • Cost for security (if special circumstances apply, approval must be received by the Engineer, in writing). • Material storage areas. • Disposal of excess fill and debris. • Scheduling and calling for utility locates. • Dewatering. • Preconstruction site videos. • Preparation of record drawings. • Mechanical joint restraint systems (to be included in the unit cost of the DI fittings). Site cleanup - Contractor's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete. Work Outside Authorized Limits — No final payments will be made for work constructed outside the authorized limits of work. 01150-2 1.07 APPLICATIONS FOR PAYMENT Applications for Payment shall be prepared by the Contractor and submitted to the Engineer in accordance with the schedule established by the General Conditions of the Contract and the Agreement. Applications for Payment shall be submitted in the number and form established by the Engineer at the Preconstruction Conference. The form shall be completely filled out and executed by an authorized representative of the Contractor. Supporting data such as schedules of stored materials shall be attached to each copy of the Application. 1.08 CHANGE ORDER PROCEDURE As defined in the General Conditions, a Change Order is a written order to the Contractor signed by the Village authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time which is issued after the execution of the Agreement. The following procedure shall be used in processing Change Orders: For Additions to the Work — The Village shall issue a written order to the Contractor directing him to accomplish the additional work. The Contractor shall review the order and if they feel that the additional work entitles him to additional payment or additional time, they may submit a claim as prescribed in the General Conditions of the Contract. For Deletions from the Work — The Village shall issue a written order to the Contractor directing him to make the change. If the Village feels that the contract price should be reduced as a result of the change, the Village shall make a claim for the reduction as provided in the General Conditions of the Contract. PART 2 — PRODUCTS NOT USED. PART 3 — EXECUTION 3.01 GENERAL CONDITIONS A BONDS &INSURANCE REQUIREMENTS (GC-1) This pay item shall include the costs of bonds and any required insurance for the start of work, including temporary environmental controls, sanitary facilities and permits. Bonds and insurance shall be paid for at the Contract lump sum cost as listed on the Contract Bid Proposal completed and accepted. This pay item also 01150-3 includes a one-time Indemnification payment which will be made with the first Application for Payment at the Contract lump sum price as listed on the Contract Bid Proposal. B. MOBILIZATION /DEMOLITION (GC-2) The quantity to be paid for under this pay item shall be on a lump sum basis.The Contractor's lump sum price shall include full compensation for all work related to mobilization and demobilization, and any other related work, except for any work designated to be paid for separately or to be specifically included in the costs of other work under the Contract. Payment shall be made at the Contract lump sum price and shall include, but not be limited to, the preparatory work and operations in mobilizing for beginning work on the project, including those operations necessary for the movement of personnel, equipment, supplies, videos/photos, clearing and grubbing, site cleanup, project setup, sanitary facilities, labor associated with permit acquisition, construction staging area preparation and closure, project signage, project coordination/management and incidentals to the project site and establishment of temporary provisions, controls, and utilities. This item shall include those permits that are required to be obtained by the contractor. This item shall also include field surveying/layout and complete record drawings in accordance with the project specifications and the applicable standards. The items specified in this Section consist of the costs of any pre and post construction expenses necessary for the start and completion of the project, excluding the cost of construction materials. The sum of mobilization and demobilization shall not exceed 5% of Total bid price. Partial Payments for mobilization shall be as follows: Construction Percent Allowable Percent of Complete Lump Sum for Mobilization 5% 25% 10% 50% 25% 75% 100% 100% C. MAINTENANCE OF TRAFFIC -CHANNEL CONTROL (GC-3) This pay item shall include the costs for all work related to the maintenance of traffic during the construction of the improvements as shown on the plans, and any other related work, except for any work designated to be paid for separately or to be specifically included in the cost of other work under the Contract. Maintenance of traffic shall be paid for at the Contract lump sum cost as listed on the Contract Bid Proposal completed and accepted. The Contract lump sum price shall include, but not be limited to, all signage, barricades, notification to residents, coordination with appropriate regulatory agencies, and daily access 01150-4 by approved parties (if needed). D. SURVEY LAYOUT &RECORD DRAWINGS (GC-4) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item is complete and accepted by the Owner and shall include, but not be limited to, laying out the proposed improvements in the field, setting temporary and permanent benchmarks, grade stakes, etc., preparation of final Record Drawings, all in accordance with the project specifications and Village Standards. The Record Drawings shall be provided certified by a Florida licensed land surveyor. 3.02 REJECT MAIN RELOCATION A. REJECT MAIN —LANDWARD SIDE (RM-1) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, furnishing all labor and equipment required to install the reject disposal piping including excavation of connection location, layout, disposal of unsuitable materials, providing suitable bedding materials, backfilling, compaction, density testing, grading, dewatering, cleaning, pipe fusing, trench safety, connection to existing seawall and all other testing required for a complete and functional system. The cost to adjust other utilities (electric, cable, telephone, etc.) if required, and the coordination with that utility, shall also be included in the pipe cost. The Village shall provide the required 12-inch HDPE pipe and fittings to the Contractor. B. REJECT MAIN —SEAWALL/ WATER SIDE (RM-2) The quantity to be paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, furnishing all labor and equipment required to install the reject disposal piping within the designated area of the Loxahatchee River including layout, securing the pipe to the proposed piles and rip rap, cleaning, pipe fusing, and all other testing required for a complete and functional system. The cost to coordinate and work around the designated existing sea grass habitat if required, shall also be included in the pipe cost. The Village shall provide the required 12-inch HDPE pipe and fittings to the Contractor. C. 12" Concrete Piles (RM-3) The quantity to be paid for under this Section shall be on a lump sum basis. 01150-5 Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, furnishing all materials, labor, and equipment required to install piles, secure in place, use of barge and any testing required for a complete and functional system. The cost to coordinate and work around the designated existing sea grass habitat if required, shall also be included in the pile cost. D. RESTORATION (RM-4) The quantity paid for under this Section shall be on a lump sum basis. Payment shall be made at the percentage of the item that is complete and accepted by the Owner and shall include, but not be limited to, rip -rap placement along the existing seawall for support of the proposed reject disposal main or soil preparation, watering, and seed installation and any other items required for a complete and functional system. END OF SECTION 01150-6 SECTION 01152 APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Applications for Payment to Engineer in accordance with the schedule established by conditions of the Contract and Agreement between Owner and Contractor. 1.02 RELATED REQUIREMENTS A. In other parts of the Construction Documents: 1. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. 2. Agreement between Owner and Contractor 3. General Conditions and Terms of the Contract B. Specified in Other Sections: 1. Section 01010: Summary of Work 2. Section 01700: Contract Close -Out 1.03 FORMAT AND DATA REQUIRED A. Submit itemized applications typed in a format approved by Engineer. All applications for payment must be numbered, dated, and signed by the Contractor. B. Provide itemized data on payment application (format, schedules, line items and values accepted by Engineer). 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that for Change Orders executed prior to the date of submittal of application 2. Fill in summary of dollar values 3. Execute certification with the signature of a responsible officer of the contract firm 4. Have resident project representative review and sign application prior to submission to Engineer 01152 - 1 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures 4. For stored products: a. Item number and identification b. Description of specific material B. Submit one copy of data and cover letter for each copy of application. 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Application for payment is required for progress payments. B. Only one application will be acceptable in any one calendar month. 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Engineer at the time stipulated in the Agreement. B. Number: Four copies of each progress Application. C. When Engineer finds the Application properly completed and correct, he will transmit the applications for payment to the Owner. PART 2 - PRODUCTS NOT USED. PART 3 - EXECUTION NOT USED END OF SECTION 01152-2 SECTION 01200 PROJECT MEETINGS PART 1 — GENERAL 1.01 DESCRIPTION A. The Owner shall schedule and administer preconstruction meetings, public involvement meetings/communications, and specially called meetings throughout the progress of the work. The Owner shall: 1. Distribute written notice of each meeting. 2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Record the minutes, include all significant proceedings and decisions. 5. Reproduce and distribute copies of minutes: a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. B. The Contractor shall schedule and administer progress meetings. The Contractor shall: 1. Distribute written notice of each meeting. 2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Record the minutes, include all significant proceedings and decisions. 5. Reproduce and distribute copies of minutes: a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. C. Representatives of the Contractor, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01010: Summary of Work 2. Section 01060: Regulatory Requirements and Notifications 01200-1 1.03 PRE -CONSTRUCTION MEETING Q Q To be held prior to the Notice to Proceed. Location: The project site, or as designated by the Owner/Engineer. C. Attendance: 1. Owner's Representative 2. Engineer's Representative 3. Contractor 4. Contractor's Superintendent 5. Major Subcontractors 6. Other's as appropriate D. Agenda: 1. Record of Attendance. 2. Project Summary Description. 3. Local Utilities to be affected or in the project area: a. Water lines b. Sewer lines C. Storm lines d. Gas lines e. Telephone lines f. Cable TV lines g. Electric lines h . Roadways 4. Contractor Responsibilities: a. Start date b. Completion date C. Work schedule d. Notification Requirements e. Regulatory Permit Requirements f. Testing g. Space utilization h. Rights -of -Way occupancy i. Progress Meetings j. Progress Payment Application k. As-builts (Records/Drawings) I. Photographs M. Shop drawings n. Subcontractors 01200-2 o. Project coordination 5. Owner Responsibilities: a. Progress Meeting Attendance b. Special meetings C. Partial and final payment d. Change Orders e. Public announcements and public relations f. Project acceptance 6. Engineer Responsibilities: a. Technical representative of Owner b. Interpreter of contract documents C. Periodic inspections of job progress d. Reviews partial and final payment applications e. Reviews Change Orders f. Checks and approves shop drawings g. Reviews record drawings h. Prepares Health Department Clearance Package i. Performs final inspection and issues certificate of completion 7. Resident Inspector Responsibilities: a. Owner's representative on site b. Review materials and work and reports any deficiencies to Owner/Engineer C. Reviews applications for payment d. Works with Contractor on public notification of work items e. Attends progress meetings f. Observes testing work g. Maintains daily diary of work tasks h. Furnishes reports to Owner/Engineer as deemed advisable. 1.04 PROGRESS MEETINGS A. The Contractor shall hold periodic meetings as required by progress of the work. B. Location of the meetings: Project site, or as designated by the Owner or Engineer. C. Attendance: 1. Owner's Representative 01200-3 2. Engineer's Representative 3. Subcontractors as appropriate 4. Suppliers/others as appropriate 1.05 EMERGENCY MEETINGS A. Emergency meetings may be called by Owner, Engineer or Contractor with a minimum of three hours notice to resolve conditions of an emergency nature. 1.06 PUBLIC INVOLVEMENT MEETINGS/COMMUNICATIONS A. There may will be public involvement meetings and communications for the project. The Contractor shall participate in these meetings and communications as deemed necessary by the Owner. PART 2 — PRODUCTS NOT USED PART 3 — EXECUTION NOT USED END OF SECTION 01200-4 SECTION 01300 SUBMITTALS AND PROGRESS SCHEDULES PART 1 - GENERAL 1.01 WORK INCLUDED A. Submit, to the Owner and Engineer as applicable, shop drawings, estimated construction progress schedule, project data and samples required by specification sections. 1.02 RELATED WORK A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01010: Summary of Work 1.03 SCHEDULES A. Promptly after award of contract, prepare and submit to the Engineer estimated construction progress schedules for the work, including a separate schedule listing dates for submission and dates reviewed shop drawings, project data and samples will be needed for each product. 1.04 FORM OF SCHEDULES A. Prepare schedules in suitable electronic format. A horizontal bar chart should be used as additional illustration and for revised progress schedules. 1. Provide separate horizontal bar for each trade or operation 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. 4. Minimum sheet size: 11 " x 17" B. Format of listings: The chronological order of the start of each item of work. C. Identification of listings: By major specification section numbers. 01300-1 1.05 CONTENT OF SCHEDULES A. Construction Progress Schedule shall: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning and completion of each major element of construction; specifically, list: a. Mobilization / Demobilization b. Subcontractor work C. Reject disposal main construction. Provide specific timelines for expected completion of each project area. Dates of connections and phasing should be included. d. Testing e. Restoration 3. Show projected percentage of completion for each item, as of the first day of each month. B. Submittals Schedule for Shop Drawings, Product Date and Samples. Show: 1. The dates for Contractor's submittals. 1.06 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission of schedule. B. Show changes occurring since previous submission of schedule. 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other contractors working in the area. 01300-2 1.07 SUBMISSIONS A. Submit initial schedules within 7 days after award of Contract. 1. Engineer will review schedules with Owner and return review copy within 5 days after receipt. 2. If required, resubmit within 2 days after return of review copy. B. Submit updated progress schedules with each application for payment. 1.08 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules. PART 2 - PRODUCTS 2.01 SHOP DRAWINGS A. Original drawings, prepared by Contractor, Subcontractor, Supplier or Distributor, which illustrate some portion of the Work; showing fabrication, layout, setting or erection details including, but not limited to the following: 1. Watermain Piping, Valves, Fittings, and Appurtenances 2. Asphalt Mix Design 3. Gravel Parking and Pavement Base Course 4. Concrete Mix Designs (with specific locations), grouts, etc. 5. Signing and Striping Details B. Shop drawings shall be prepared by a qualified detailer. C. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 2.02 PROJECT DATA A. Manufacturer's standard schematic drawings 1. Modify drawings to delete information which is not applicable to project. 01300-3 2. Supplement standard information to provide additional information application to project. B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data. 1. Clearly mark each copy to identify pertinent materials, products or models. 2. Show dimensions and clearances required. 3. Show performance characteristics and capacities. 4. Show wiring diagrams and controls. 2.03 SAMPLES A. Physical examples to illustrate materials, equipment or workmanship, and to establish standards by which completed work is judged. B. Office samples of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of product or material, with integrally related parts and attachment devices. 2. Full range of color samples. 2.04 PAY REQUESTS A. Pay Requests shall be made in accordance with the requirements of the Agreement between Owner and Contractor. PART 3 - EXECUTION 3.01 CONTRACTOR RESPONSIBILITIES A. Review Shop Drawings, Project Data and Samples prior to submission. Contractor's approval stamp shall be on each submittal when received by the Engineer. Unstamped submittals will not be reviewed and will be returned as "rejected" to the Contractor. B. Verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. C Coordinate each submittal with requirements of Work and the Contract Documents. 01300-4 D. Contractor's responsibility for errors and omissions in submittals is not relieved by Engineer's review of submittals. E. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Engineer's review of submittals, unless Engineer gives written acceptance of specific deviations. F. Notify Engineer, in writing at the time of submission, of deviations in submittals from requirements of Contract Documents. G. Begin no work which requires submittals until return of submittals with Engineer's stamp and initials or signature indicating review. H. After Engineer's review, distribute copies. 3.02 SUBMISSION REQUIREMENTS A. Schedule submissions at least 14 days before dates reviewed submittals will be needed. B. All submittals shall be made electronically. C Accompany submittals with transmittal letter, in duplicate, containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Notification of deviations from Contract Documents. 5. Other pertinent data. D. Submittals must include: 1. Date of submittal and revision dates. 2. Project title and number. 3. The names of: a. Engineer. b. Contractor. C. Subcontractor. d. Supplier. e. Manufacturer. f. Separate detailer when pertinent. 4. Identification of product or material. 5. Relation to adjacent structure or materials. 6. Field dimensions, clearly identified as such. 7. Identification of deviations from Contract Documents. 01300-5 8. Contractor's stamp, initialed or signed, certifying review of submittal, verification of field measurements and compliance with Contract Documents. 3.03 RESUBMISSION REQUIREMENTS A. Shop Drawings. 1. Revise initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings any changes which have been made other than those requested by Engineer. B. Project Data and Samples: 1. Submit new datum and samples as required for initial submittal. 3.04 DISTRIBUTION OF SUBMITTALS AFTER REVIEW A. Distribute copies of Shop Drawings and Project Datum which carry Engineer's stamp, to: 1. Contractor's file. 2. Job site file. 3. Record Documents file. 4. Other prime contractors. 5. Subcontractors. 6. Supplier. 7. Fabricator. END OF SECTION 01300-6 SECTION 01410 TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. The Contractor will employ and pay for the services of an independent testing laboratory to perform certain specified testing. All testing described in the Contract Documents shall be paid for by the Contractor. B. The Owner may employ and pay for the services of an independent testing laboratory to perform certain specified testing in addition to what is called for in the Contract Documents. 1. The Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of a laboratory by the Owner shall in no way relieve Contractor's obligations to perform the work of the Contract. C. Inspection, Sampling and Testing is required for: 1. Densities and Proctors (for soil compaction) 2. Bacteriological Clearance 3. Concrete Strength 4. Any water quality monitoring as required by the project permits 5. Other operations specified in these specifications or as required by the Engineer or Owner. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. General Conditions of the contract: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities. 1.03 QUALIFICATION OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification," published by American Council of Independent Laboratories. 01410 - 1 B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction." C. Authorized to operate in the Village, County, and State in which the Project is located. D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. E. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of national physical constants. 1.04 LABORATORY DUTIES A. Cooperate with Engineer and Contractor; provide qualified personnel after due notice. B. Perform specified inspections, sampling, and testing of materials and methods of construction: 1. Comply with specified standards 2. Ascertain compliance of materials with requirements of Contract Documents. C. Promptly notify Engineer and Contractor of observed irregularities or deficiencies of work or products. D. Promptly submit written report of each test and inspection; one copy each to Engineer, Owner, and Contractor, and one copy to Record Documents File. Each report shall include: 1. Date issued 2. Project title and number 3. Testing laboratory name, address, and telephone number 4. Name and signature of laboratory inspector 5. Date and time of sampling or inspection 6. Record of temperature and weather conditions 7. Date of test 01410 - 2 8. Identification of product and specification section 9. Location of sample or test in the Project 10. Type of inspection or test 11. Results of tests and compliance with Contract Documents 12. Interpretation of test results, when requested by Engineer E. Perform additional tests as required by Engineer or the Owner 1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the work 3. Perform any duties of the Contractor 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to work and to manufacturer's facilities. B. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Provide to the laboratory a representative proctor sample of the materials to be used for backfilling throughout the project. E. Furnish copies of product test reports as required. F. Furnish incidental labor and facilities: 1. To provide access to work to be tested 2. To obtain and handle samples at the project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples G. Notify laboratory, in advance of operations to allow for laboratory assignments of personnel and scheduling of tests. 01410 - 3 H . Pay for services of the Testing Laboratory to perform additional inspections, sampling and testing required: 1. For Contractor's convenience. 2. When initial tests indicate Work does not comply with Contract Documents. Such payment shall be made directly by the Contractor. I. Contractor will be responsible for payment for all failing tests. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01410 - 4 SECTION 01560 TEMPORARY CONTROLS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary control facilities required for construction; remove on completion of entire project any features not intended to remain on the project site. B. Provide noise control, dust control, water control, debris control, pollution control and erosion control as specified in the appropriate sections of these documents. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with federal, state, and local codes and regulations and utility company requirements. B. Comply with the requirements of all permits and easements issued by the FDEP, Palm Beach County Health Department, SFWMD, Village of Tequesta, Palm Beach County, and any other agencies that have issued permits for the project. 1.03 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. PART 2 - PRODUCTS 2.01 MATERIALS (GENERAL) A. Materials may be new or used, but must be adequate in capacity and quality for the required usage, MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY NOISE CONTROL A. Mechanical equipment shall be fitted with mufflers to reduce noise from internal combustion type engines. B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings to personnel on the project site; however, they shall be regulated to an intensity that is amenable to the neighboring communities and within applicable limitations stated within level code of ordinance. 01560 - 1 C. Exterior construction work noises shall be kept to a minimum during evening, night, and early morning hours. D. In addition to on -site control, noise considerations shall be made to off - site vehicles and equipment (mobilization, demobilization, deliveries, etc.). 2.03 TEMPORARY DUST CONTROL A. Dust formed as a result of the construction shall be controlled by the Contractor. Cleaning of work areas and application of dust control materials are the most effective methods of dust control. Contractor shall adhere to the methods indicated in the Stormwater Pollution Prevention Plan (SWPPP) prepared by the Contractor. 2.04 TEMPORARY WATER CONTROL A. The flow of water through the construction site shall be controlled by the Contractor such that it does not damage any constructed items; however, it shall be diverted and channeled to effectively leave the site as soon as possible. Puddling and ponding on the site is not permitted. B. Water shall be controlled such that it does not enter excavated areas, nor is deposited on or against constructed features. 2.05 TEMPORARY DEBRIS CONTROL A. Provision shall be made by each Contractor to have available and adequate containers to hold any and all debris that is generated from the project. Containers should be covered to prevent wind blowing paper, plastic, and lightweight products around and off the site. B. Provide acceptable containers for deposit of debris and waste. Instructions shall be given to personnel to utilize the trash containers. Containers shall be placed in convenient places at the site. C. At least once per week, a thorough cleaning of trash and debris shall be made at the construction site. An acceptable method of disposal shall be employed. D. Maintain all areas under the Contractor's control free of extraneous debris, garbage and waste matter. E. Initiate and maintain a specific program to prevent accumulation of debris at the construction site, storage and parking areas, or along access roads and haul routes. F. Prohibit overloading of trucks to prevent spillage on access and haul roads. 01560-2 G. Provide periodic inspection of traffic areas to enforce requirements. 2.06 POLLUTION CONTROL A. Provide methods, means and facilities required to prevent contamination of soil, water or air by the discharge of noxious substances from construction operations. B. Immediately remove and properly dispose of all contaminated materials upon discovery of spillage of noxious substances. C. Take special precautions to prevent harmful substances from entering public waters. D. Provide systems for control of atmospheric pollutants and prevent toxic concentrations of chemicals. 2.07 EROSION CONTROL A. Abide by the Erosion Control Plan on the Drawings and described in the SWPPP submitted as part of the FDEP Notice of Intent. B. Plan and execute construction and earthwork by methods to control surface drainage from cuts and fills and from borrow and waste disposal areas to prevent erosion and sedimentation. C. Hold areas of bare soil exposed at one time to a minimum and provide temporary control measures such as berms, dikes and drains. D. Construct fills and waste areas by selective placement to eliminate surface silts and clays which erode. PART 3 - EXECUTION 3.01 GENERAL A. Comply with all applicable requirements of local building codes. B. Maintain and operate systems to assure continuous service. C. Modify and extend systems as work progress requires. D. Preserve from damage all property along the line of work or which is in the vicinity of or is in any way affected by the Work. Wherever such property is damaged due to the activities of the Contractor, it shall be immediately restored to its original condition by the Contractor at no cost to the Owner. 01560 - 3 3.02 INSPECTIONS A. Prior to placing temporary facilities into service, inspect and test each service and arrange for inspections and tests by governing authorities and obtain required certifications and permits for use thereof. 3.03 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore permanent facilities used for temporary services to specified conditions. END OF SECTION 01560-4 SECTION 01561 PROTECTION OF EXISTING FACILITIES PART 1 - GENERAL 1.01 GENERAL A. The Contractor shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents. B. The Contractor shall verify the exact locations and depths of all utilities shown and the Contractor shall make exploratory excavations of all utilities that may interfere with the work. All such exploratory excavations shall be performed as soon as practicable after award of the contract and, in any event, a sufficient time in advance of construction to avoid possible delays to the Contractor's Work. When such exploratory excavations show the utility location as shown to be in error, the Contractor shall so notify the Engineer. C. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility. 1.02 RIGHTS -OF -WAY A. The Contractor shall not do any work that would affect any oil, gas, sewer, or water pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other structure, nor shall the Contractor enter upon the rights -of -way involved until notified by the Engineer that the Owner has secured authority from the proper party. After authority has been obtained, the Contractor shall give said party due notice of its intention to begin work, if required by said party, and shall remove, shore, support or otherwise protect such pipeline, transmission line, ditch, fence, or structure or replace the same. When two or more contracts are being executed at one time on the same or adjacent land in such manner that work on one contract may interfere with that on another, the Owner shall determine the sequence and order of the Work. When the territory of one contract is the necessary or convenient means of access for the execution of another contract, such privilege of access or any other reasonable privilege may be granted by the Owner to the Contractor, to the extent, amount, in the manner, and at the times permitted. No such decision as to the method or time of conducting the Work or the use of territory shall be made the basis of any claim for delay or damage, except as provided for temporary 01561-1 suspension of the Work in the General Conditions of the Contract. 1.03 PROTECTION OF STREET OR ROADWAY MARKERS A. The Contractor shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced. All survey markers or points disturbed by the Contractor shall be accurately restored after all street or roadway resurfacing has been completed. 1.04 RESTORATION OF PAVEMENT/SIDEWALKS A. General: All paved areas including asphaltic concrete berms cut or damaged during construction shall be replaced with similar materials and of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit. All temporary and permanent pavement shall conform to the requirements of the affected pavement Owner. All pavements which are subject to partial removal shall be neatly saw cut in straight lines. B. Temporary Resurfacing: Wherever required by the public authorities having jurisdiction, the Contractor shall place temporary surfacing promptly after backfilling and shall maintain such surfacing for the period of time fixed by said authorities before proceeding with the final restoration of improvements. C. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces, the Contractor shall saw cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement. 1.05 EXISTING UTILITIES AND IMPROVEMENTS A. General: The Contractor shall protect all Underground Utilities and other improvements which may be impaired during construction operations. It shall be the Contractor's responsibility to ascertain the actual location of all existing utilities and other improvements that will be encountered in 01561-2 construction operations, and to see that such utilities or other improvements are adequately protected from damage due to such operations. The Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. B. Utilities to be Moved: In case it shall be necessary to move the property of any public utility or franchise holder, such utility company or franchise holder will, upon request of the Contractor, be notified by the Contractor to move such property within a specified reasonable time. When utility lines that are to be removed are encountered within the area of operations, the Contractor shall notify the Engineer a sufficient time in advance for the necessary measures to be taken to prevent interruption of service. C. Where the proper completion of the work requires the temporary or permanent removal and/or relocation of an existing utility or other improvement which is indicated, the Contractor shall, at the Contractor's expense, remove and, without unnecessary delay, temporarily replace or relocate such utility or improvement in a manner satisfactory to the Engineer and the Owner of the facility. In all cases of such temporary removal or relocation, restoration to former location shall be accomplished by the Contractor in a manner that will restore or replace the utility or improvement as nearly as possible to its former locations and to as good or better condition than found prior to removal. D. Owner's Right of Access: The right is reserved to the Owner and to the providers of public utilities and franchises to enter at any time upon any public street, alley, right- of -way, or easement for the purpose of making changes in their property made necessary by the work of this Contract. E. Underground Utilities Indicated: Existing utility lines that are indicated or the locations of which are made known to the Contractor prior to excavation and that are to be retained, and all utility lines that are constructed during excavation operations shall be protected from damage during excavation and backfilling and, if damaged, shall be immediately repaired or replaced by the Contractor. F. Underground Utilities Not Indicated: In the event that the Contractor damages any existing utility lines that are not indicated or the locations of which are not made known to the Contractor by Florida One Call prior to excavation, a written report thereof shall be made immediately to the Engineer. If directed by the Engineer, repairs shall be made by the Contractor under the provisions for changes and extra work contained in 01561-3 the General Conditions of the Contract. The Contractor shall be responsible for all repair or relocation costs for any failure by the Contractor to contact appropriate utilities for locations prior to digging. G. Approval of Repairs: All repairs to a damaged utility or improvement are subject to inspection and approval by an authorized representative of the utility or improvement Owner and the Engineer before being concealed by backfill or other work. H. Maintaining in Service: All oil and gasoline pipelines, power, and telephone or the communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the Engineer are made with the Owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The Contractor shall be responsible for and shall repair all damage due to its operations, and the provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling. I. Existing Water Services: Contractor shall protect and provide temporary support for existing water services. Any water service damaged by the Contractor, shall be replaced at the Contractor's expense, with a new water service complete with new water main tap. 1.06 TREES WITHIN STREET RIGHTS -OF -WAY AND PROJECT LIMITS A. General: The Contractor shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs, including those lying within street rights -of -way and project limits, and shall not trim or remove any trees unless such trees have been approved for trimming or removal by the jurisdictional agency or Owner. All existing trees and shrubs which are damaged during construction shall be trimmed or replaced by the Contractor or a certified tree company under permit from the jurisdictional agency and/or the Owner. Tree trimming and replacement shall be accomplished in accordance with the following paragraphs. All trees to remain in right-of-way shall be protected and fenced with orange barricade fencing. B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or branches left; clean cuts shall be made close to the trunk or large branch. Spikes shall not be used for climbing live trees. All cuts over 1-1/2 inches in diameter shall be coated with an asphaltic emulsion material. 01561-4 C. Replacement: The Contractor shall immediately notify the jurisdictional agency and/or the Owner if any tree is damaged by the Contractor's operations. If, in the opinion of said agency or the Owner, the damage is such that replacement is necessary, the Contractor shall replace the tree at its own expense. The tree shall be of a like size and variety as the tree damaged, or, if of a smaller size, the Contractor shall pay to the owner of said tree a compensatory payment acceptable to the tree owner, subject to the approval of the jurisdictional agency or Owner. The size of the trees shall be not less than 1-inch diameter nor less than 6-feet in height. 1.07 NOTIFICATION BY THE CONTRACTOR A. Prior to any excavation in the vicinity of any existing underground facilities, including all water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights -of -way, the Contractor shall notify the respective authorities representing the Owners or agencies responsible for such facilities not less than 3-days nor more than 7-days prior to excavation so that a representative of said Owners or agencies can be present during such work if they so desire. The Contractor shall also contact 811 at least 2 business days, but no more than 14 days, prior to such excavation. PART 2 - PRODUCTS 2.01 MATERIALS, GENERAL A. Materials may be new or used, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 FENCING A. Materials to Contractor's option, fence height should match existing. 2.03 BARRIERS A. Materials to Contractor's option, as appropriate to serve required purpose. PART 3 - EXECUTION 3.01 GENERAL A. Install facilities of a neat and reasonable uniform appearance, structurally adequate for required purposes. B. Maintain barriers during entire construction period. 01561-5 C. Relocate barriers as required by progress of construction. 3.02 TREE AND PLANT PROTECTION A. Preserve and protect existing trees and plants adjacent to work areas. B. Consult with Owner's Representative and remove agreed -upon roots and branches which interfere with the Work: 1. Employ qualified tree surgeon to remove branches, and to treat cuts. C. Protect root zones of trees and plants: 1. Do not allow vehicular traffic and parking. 2. Do not store materials or products. 3. Prevent dumping of refuse or chemically injurious materials or liquids. 4. Prevent puddling or continuous running water. D. Carefully supervise all work to prevent damage. E. Replace trees and plants which are damaged or destroyed due to work operations under this contract. 3.03 REMOVAL A. Completely remove barricades, including foundations, when construction has progressed to the point that they are no longer needed, and when approved by Owner's representative. B. Clean and repair damage caused by installation, fill and grade areas of the site to required elevations and slopes, and clean the area. END OF SECTION 01561-6 SECTION 01570 TRAFFIC REGULATION PART 1 — GENERAL 1.01 REQUIREMENTS A. Provide, operate, and maintain equipment, services, and personnel with traffic controls and protective devices, as required to expedite vehicular traffic flow around the construction area in accordance with the Village of Tequesta, Palm Beach County and the approved traffic control plan. B. Remove temporary equipment and facilities when no longer required, restore grounds to original, or to specified conditions. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Village of Tequesta Engineering Standards 1.03 REFERENCES A. Traffic Control shall be in accordance with FDOT Roadway and Traffic Design Standards Series 600, Latest Edition, Manual on Uniform Traffic Control Devices, Latest Ed., and FDOT Standard Specifications, latest Ed. and the project permits. 1.04 TRAFFIC CONTROL PLAN A. The Contractor is to prepare a traffic control plan and/or policy statement for each phase of construction. This plan is to be presented to the Village of Tequesta and Palm Beach County, and other governing agencies, as applicable, at or before the pre -construction meeting. B. The Contractor shall prepare additional traffic control plans and/or policy statements for special events, and/or other unforeseen circumstances as needed. C. The following guidelines shall be used in developing the traffic control plans and/or policy statements: 1. The traffic control plan shall contain provisions for maintaining access to the residents and businesses throughout the project area. Roads should remain open to the greatest extent practical. 01570 - 1 Should blocks need to be closed, closure durations should be minimized and detour routes established. 1.05 SIGNS AND TRAFFIC SIGNALS A. Provide and operate traffic control and directional signals required to direct and maintain an orderly flow of traffic in all areas under Contractor's control, or affected by Contractor's operations. B. All existing traffic signs shall remain visible throughout construction activities unless superseded by required construction signing or as directed by the Owner. 1.06 FLAG PERSONS A. Provide qualified and suitably trained flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes. 1.07 FLARES, LIGHTS, AND DAY SHAPES A. Provide lights as required for implementation of the Traffic Control Plan, and: 1. To clearly delineate traffic lanes and to guide traffic as required. 2. For use by flagmen in directing traffic. B. Provide illumination of critical traffic and parking areas as required. Use flares and lights during hours of low visibility to delineate project limit. 1.08 CONSTRUCTION PARKING CONTROL A. Control vehicular parking to preclude interference with public traffic or parking, private property, business, access by emergency vehicles, or construction operations. B. Monitor parking of construction personnel's private vehicles. C. Prohibit parking on all major north -south roads, as well as those areas designated for public access. Parking is to also be prohibited adjacent to access roads or in non -designated areas such as permit only spaces and private driveways. 1.09 CONSTRUCTION VEHICLES A. All slow -moving construction vehicles shall have a slow moving sign visible from the rear of the vehicle. 01570 - 2 B. All vehicles used for construction activities shall have audible back-up warning devices. 1.10 ROAD CLOSURES A. No road shall be closed prior to receiving approval from the Village of Tequesta or Palm Beach County, depending on jurisdiction. B. At least fourteen (14) days prior to a proposed road closure, the Contractor shall submit to the applicable jurisdiction a complete traffic control plan. This plan shall include the following minimum information: 1. Sketch of work site and all area roads, streets and mark driveways. 2. Proposed detour route. 3. All necessary traffic control devices to be used. 4. Emergency Contractor contact person name and phone to be available 24 hours a day. 5. Estimated time/dates of road closure. C. The Contractor shall notify affected property owners and tenants (if applicable) at least 48 hours prior to a proposed driveway closing. PART 2 — PRODUCTS 2.01 SIGNAGE A. All traffic control devices shall meet or exceed FDOT certification standards. Post mounted traffic -control and informational signs shall conform with FDOT and MUTCD standards. B. All traffic signs shall have high intensity reflective face material. PART 3 — EXECUTION 3.01 GENERAL A. Upon notification by the Owner either verbally or in writing, the Contractor shall correct any noted MOT deficiencies within one hour. B. Inspection of all traffic control items shall be accomplished at least twice per day by the Contractor. One of these inspections shall be at the end of the workday or at night. C. Weekly updates shall be completed by the Contractor and provided to the Village of Tequesta and the Engineer. END OF SECTION 01570 - 3 This page has been intentionally left blank. 01570 - 4 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Products B. Workmanship C. Manufacturer's Instructions D. Transportation and Handling E. Storage and Protection F. Substitutions and Product Options 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01010: Summary of Work 2. Section 01090: Reference Standards 3. Section 01300: Submittals and Progress Schedules 1.03 PRODUCTS A. Products include materials, products, equipment and systems. B. Comply with specifications and referenced standards as minimum. C. DO NOT provide used materials and products, except as specifically allowed by notation or indication in Contract Documents. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. 01600 - 1 B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and rocking. 1.05 MANUFACTURER'S INSTRUCTIONS A. When Work is specified to comply with manufacturer's printed instructions, obtain and distribute copies to persons involved, and maintain one set at job site in field office. B. Perform work in accordance with manufacturer's instructions and specified requirements. C. Should a conflict exist between Specifications and manufacturer's instructions, consult with Engineer. 1.06 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules; coordinate to avoid delay of progress, conflict with work and with conditions at the site. B. Transport products by methods to avoid product damage; deliver dry in an undamaged condition in manufacturer's unopened containers or packaging. C. Provide equipment and personnel to handle product by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. 1.07 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store sensitive products in weather -tight enclosures; maintain within temperatures and humidity ranges recommended/required by manufacturer's instructions. PVC pipe shall not be stored in a place where it can be exposed to ultraviolet light. 01600-2 C. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. D. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. E. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. F. After installation, provide coverings to protect products from damage of traffic and construction operations and remove when no longer needed. 1.08 PRODUCT OPTIONS A. Within 30 days after date of Contract, submit complete list of major products proposed, with name of manufacturer, trade name and model. B. Options: 1. Products specified only by reference standard: Any product meeting that standard. 2. Product specified by naming several manufacturers: Product of any named manufacturer meeting specifications. 3. Products specified by naming one or more manufacturers and "or equivalent": Submit a request for substitution for any manufacturer not specifically named. See bid documents for specific instructions regarding substitution requests. 1.09 SUBSTITUTIONS A. Substitutions will be considered during the bidding process. See the instructions to bidders for more information on how to propose a substitution. Subsequent to the bidding process, substitutions will be considered only when a product becomes unavailable due to no fault of the Contractor. B. Document each request with five sets (5) of complete data, drawings and samples as appropriate, substantiating compliance of proposed substitution with Contract Documents including: 1. General information about the proposed substitution: a. For Products: 1) Product identification, including manufacturer's name and address. 01600 - 3 2) Manufacturers' literature: a) Product description. b) Performance and test data. c) Reference standards. 3) Samples 4) Name and address of similar projects on which product was used, and date of installation. b. For construction methods: 1) Detailed description of proposed method. 2) Drawings illustrating methods. 2. Comparison of the qualities of the proposed substitution with the specified. 3. Changes required in other elements of the work because of the substitution. 4. Effect on the construction schedule. 5. Cost data comparing the proposed substitution with the product specified. 6. Any required license fees or royalties 7. Availability of maintenance service, and the source replacement materials. C. Request constitutes a representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. 2. Will provide the same warranty for substitution as for specified product. I Will coordinate installation and make other changes which may be required for work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require significant revision of the Contract Documents. E. Engineer will review to determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. PART 2 - PRODUCTS NOT USED 01600 - 4 PART 3 - EXECUTION NOT USED END OF SECTION JI •11 , This page intentionally left blank 01600 - 6 SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. The Contractor shall maintain at the site for the Owner one (1) record copy of the following: 1. Drawings 2. Specifications 3. Addenda 4. Change orders and other modifications to the Contract 5. Engineer field orders or written instructions 6. Approved shop drawings, product data, and samples 7. Field test records B. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. C. Village standards D. Specified in other Sections: 1. Section 01300: Submittals and Progress Schedules 2. Section 01700: Contract Close-out 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. The Contractor shall store documents and samples in the field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with Specifications — Table of Contents. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. 01720 - 1 D. Make documents and samples available at all times for inspection by Engineer and Village. Record drawing information shall be maintained concurrently with Pay Requests. 1.03 MARKING DEVICES A. Provide felt tip marking pens for recording information in the color red. 1.04 RECORDING (SEE ALSO GENERAL CONDITIONS AND TERMS) A. The Contractor shall provide record drawings for all pay applications, partial releases and final release submittals. With each submittal provide survey data, signed and sealed by the Contractor's Surveyor, to support elevation information depicted on the record drawings. B. Label each document "PROJECT RECORD" in neat large printed letters. C. Record information concurrently with construction progress. DO NOT conceal or backfill any work until required information is recorded. D. Drawings -General: The Record Drawings shall correctly and accurately be drawn to record actual construction. Legibly mark to record actual construction: 1. Horizontal location of pipes and other improvements shall be provided any time the pipe passes a permanent surface reference point. Permanent surface reference points must be permanent structures manholes, catch basins, concrete sidewalk or concrete curbs. Edge of pavement and road intersections may not be used without the Engineer's approval. Any deviations from the alignment shown on the drawings must be noted. 2. Existing utilities that are not shown on the plans that are found in the field are to be noted and recorded on the record drawings. Actual locations of all utilities including water service and sanitary laterals shall be noted and recorded on the record drawings. a. Field changes of dimension and detail b. Drainage and Control Structure inverts and weir elevations. Roadway, sidewalk, planters, parking area, and site perimeter elevations C. Sanitary manhole rim and invert elevations d. Changes made by Work Change Directives or by Change Order e. Details not on original Contract Drawings f. Limits of work including temporary storage equipment area g. All information required by the Village Standards 01720 - 2 E. Drawings — General Requirements for Pressure Mains. Record Drawings shall legibly and accurately depict record of actual construction and showing the following, as a minimum: 1. Material used to construct mains 2. Location and top of pipe elevation of all fittings, including sleeves, and valves by stationing and offsets 3. Top of pipe elevation at every 50 feet and at every change of direction 4. Length of restrained pipe 5. All elevations and horizontal control of all storm sewer, gravity sewers including laterals, fittings and clean outs, electric cables, television cables, telephone cables, force mains and water mains which are crossed or exposed 6. Locations and elevations as required to define major horizontal/vertical pipe deflections/conflicts. Data shall include beginning and end of deflection/conflicts, all changes in elevations and alignment and the location and elevation of subject conflict item. 7. Location and elevation of all connections to existing systems 8. Locations and elevations as required to describe all other improvements F. Drawings — Specific Requirements for Pressure Mains 1. General - FOR ALL LAYERS: a. All references to "proposed" and "plan" are to be removed from the Final Record Drawings b. All lines, structures, and other items that are relocated will be removed and shown in the proper location (hand written notes and "x"ing out will not be allowed) C. All record drawings will be signed and sealed by Certified Land Surveyor or Professional Engineer licensed to practice in the State of Florida. If certified by a Surveyor, P.E. will sign off stating that the record drawings were checked by the Engineer, verifying that they inspected the work d. Clearly mark existing infrastructure which is to remain. e. Clearly mark existing infrastructure which has been abandoned, and how it was abandoned. f. Station, length, width and depth of flowable fill used. g. Record Drawings shall not be greater than 1" - 30' in scale h. All Detail sheets shall be included with each record drawing 01720-3 2. I CI i. Location by station and elevation, width, depth and length of flowable fill used for all uses. j. Supply all surveys of the project and or property. Reject Disposal Mains - TO BE LOCATED ON A SEPARATE LAYER: Reject Disposal Utility Record Drawings shall conform with the requirements of the Village of Tequesta Utility Department. Records shall include locations (horizontal and vertical) of all pipe lines, structures, fittings, valves, and appurtenances and all utility crossings for proposed mains in accordance with Village and Palm Beach County Health Department requirements. Reject disposal main record drawings shall include at a minimum: a. Pressure class and material of proposed pipe b. Top of Pipe elevations and horizontal location every 100 feet C. Locations and elevation of all fittings including bends, tees, gate valves, double detector check valves, fire hydrants, etc. All tie-ins to existing lines shall be as -built d. Water meter locations (with stations/offsets) e. The ends of all proposed water service at the buildings or homes shall be as -built or where the water service terminates f. Limits of restrained joints on proposed and existing main g. Locations of joint deflections h. Thrust block locations and size Landscaping - TO BE LOCATED ON A SEPARATE LAYER: a. Tree type, caliper, and height b. Tree grate, size, and model C. Station, elevation, length, Structural Soil used d. Top of and toe of slope landscaping width, and depth of on berm elevation for Private Construction Impacts to Right -of -Way - TO BE LOCATED ON A SEPARATE LAYER: a. Private utility or revocable easements in the Village or County's ROW or on Village property must be shown on the plan. Any improvements within the easement need to be shown and called out as private. The recording information should be on the as -built. b. Privately owned lighting, irrigation and landscaping in the Village or County right-of-way needs to be called out as private and identified. 01720 - 4 C. All aerial and underground footer easements (in ROW) G. Specifications and Addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed 2. Changes made by field order or by Change Order H. Photographs: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed 2. Changes made by field order or by Change Order 1.05 SUBMITTAL A. Record drawings shall be submitted to the Engineer with pay applications, and partial and final releases per Village standards. If no Village standards exist, utilize the following formats: 1. All incoming as -built survey AutoCAD drawing files shall be received on CD-ROM in a jewel case and in state plane coordinates. The disk label shall include the following: a. Engineering and/or Survey Company Name with prepared by statement b. Project Name C. Village of Tequesta Project Number d. Date the data is burned onto disk e. Designate "Record Drawings", "Preliminary Record Drawings", or "Final Record Drawings" 2. Four (4) - 24" by 36" hard copies, signed and sealed 3. An electronic PDF of the record drawing 4. AutoCAD Files must be submitted in DWG format, latest AutoCAD version 5. Each file should be for one section of development and one layer as described in 1.04. Multiple sections will not be accepted in one file. 6. Tie into section corners in the Florida State Plane Coordinate System to insure proper orientation at each end of baseline. Section corner tie sheets can be obtained from the Palm Beach County Surveyor's web page. B. At Contract close-out, deliver Record Documents to Engineer for the Owner. C. Accompany submittal with transmittal letter in duplicate, containing: 01720 - 5 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative 1.06 AS -BUILT SURVEYS A. CONTROL INFORMATION FOR AS -BUILT UTILITY SURVEY WORK 1. All as -built drawings shall state in 1" lettering "AS -BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies, along with the as -built date 2. All as -built surveys shall meet the minimum requirements of the Chapter 61 G17, Florida Administrative Code Pursuant to Section 472 of the Florida Statutes. All surveys shall be based on a minimum horizontal control Third Order, "Class 2" 3. All state plane coordinates shall be based on the Florida State Plane Horizontal Data (East Zone); Florida High Precision Geodetic Network (Superstation) and NAD 83/1990 — final adjustment. 4. State plane coordinates shall be physically tied to a minimum of two known state plane coordinate benchmarks that utilize number 3 above. State plane coordinates shall be shown on survey at benchmarks used. 5. The Contractor shall provide the Engineer and Owner with record drawings in NAVD 1988 6. All record data shall be digitally positioned on the design drawings prepared by the engineer of record. Said design drawings shall be complete and include both plan and profile views of the infrastructure. 7. All as-builts shall clearly depict as -built utility lines that were constructed along with all easements 8. All as-builts shall include the information required by the Village Standards PART 2 — PRODUCTS NOT USED 01720-6 PART 3 - EXECUTION NOT USED END OF SECTION 01720 - 7 (This page intentionally left blank.) 01720 - 8 SECTION 02016 EXISTING UTILITIES AND UNDERGROUND STRUCTURES PART 1 — GENERAL 1.01 GENERAL A. The plans depict the approximate location of the existing utilities. The locations of those facilities (horizontal and vertical) were obtained from survey information, Utility Atlas and Record Drawings provided by the applicable Utility Owners. B. Existing utilities shown are located according to the information available to the Engineer at the time of the topographic survey. Guarantee is not made that all existing underground utilities are shown or that the location of those shown are entirely accurate. Finding the actual location of any existing utilities is the Contractor's responsibility and shall be done before he commences Work in the vicinity. Furthermore, the Contractor shall be fully responsible for any and all damages due to the Contractor's failure to exactly locate and preserve any and all underground utilities. 1.02 CONTRACTOR'S RESPONSIBILITIES A. Contractor shall notify the Sunshine State One Call of Florida (SSOCF) service at 811, 48-hours prior to digging for direct bury, as required by Florida Statues Chapter 556 throughout the duration of the construction project. B. Locate the cables, ducts, conduit, pipeline, etc. in advance of the proposed construction. C. Notify the Engineer of any substantial changes and/or conflicts that would require a deviation in the plans. Late discovery of existing underground utilities does not constitute "required" deviations should early discovery prevent them. D. Repair any damage done to existing utilities at no additional expense to the Owner. E. Remove or modify those utilities scheduled to be removed or modified on the plans. F. All asbestos cement pipe that is not abandoned in place shall be removed and disposed of off -site in a legal manner. 02016-1 G. Provide support of existing utilities that are to remain and be protected while uncovered during installation of the new improvements or removal of existing items required to be removed. 1.03 PRECONSTRUCTION VIDEO A. At least one (1) week prior to the start of construction, the Contractor shall have video recordings taken of the entire project area. This area includes but is not limited to, the entire length of the utility work, and all locations where work may occur on or near private property, including for residences where meter relocations are to occur. Such recordings shall be provided to the Owner and Engineer before the commencement of construction. These recordings shall serve as record of the conditions as they existed prior to the start of the work. They will be used in the event of a dispute that arises from restoration or damage claims from property owners along the project corridor. The Contractor shall pay particular attention to existing damage on public and private property near the work area and ensure that these items are documented on the video. B. Video shall be limited to one video per street or a maximum of 2,000 linear feet of roadway per file. C. Label and catalog by street name and beginning and ending intersections. D. Video files are to be submitted to the Owner and Engineer on a DVD in a standard video format that is able to be viewed on a Windows operating system. All video files shall become the property of the Owner. PART 2 — PRODUCTS NOT USED PART 3 — EXECUTION NOT USED END OF SECTION 02016-2 SECTION 02065 DEMOLITION PART 1 - GENERAL 1.01 SCOPE OF WORK A. ON — SITE DEMOLITION 1. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals required for the removal of all items necessary to be removed in order to construct the project as shown on and in accordance with the plans and specifications. B. REMOVAL PROCEDURES 1. Perform complete or partial removal and disposal of specified existing debris, vegetation, asphalt, concrete, piping, structures, landscaping, mechanical equipment, electrical equipment and miscellaneous items and appurtenances encountered during construction operations. 2. Perform temporary modification of structures, equipment, appurtenances and utilities as necessary to allow for operation of the facilities during construction. 3. Perform demolition, partial removal and cutting of existing asphalt, concrete, piping, structures, and appurtenances as required for the new construction. 4. Handle existing equipment to be reinstalled or salvageable as specified. 5. Perform off -site disposal of excess and unacceptable materials including but not limited to asphalt, concrete, concrete blocks, bricks, steel, PVC, AC pipe, DI pipe, Cl pipe, fuel, waste oil, metal, debris, etc. All materials shall be disposed of off -site in a legal manner. 6. This section may not cover all of the activities necessary to perform the Work. The Contractor shall exercise due concern for the utility system operation and shall diligently direct all of the Contractor's activities toward maintaining continuous operation of the existing facilities and minimizing operation impacts. 02065-1 1.02 RULES AND REGULATIONS A. The Building Code of the State of Florida shall control the demolition, modification or alteration of the existing site. B. No blasting shall be done on -site. C. Refer to the Village of Tequesta Code of Ordinances and the project permits for additional requirements. 1.03 ACCESS A. Conduct demolition and modification operations, and the removal of equipment and debris to ensure minimum interference with roads and walks both on -site and off -site and to ensure minimum interference with occupied or used facilities. B. Special attention is directed towards maintaining safe and convenient access to the existing facilities. C. Do not close or obstruct streets, walks or other occupied or used facilities without permission from the Owner. Provide alternate routes around closed or obstructed traffic in access ways. 1.04 PROTECTION A. The Contractor shall conduct construction activities to minimize damage to adjacent buildings, structures, roadways, utilities, storm drainage, and other facilities, including persons. B. Provide support to existing utilities and other improvements as required to install the new improvements. 1.05 DAMAGE A. The Contractor shall immediately report damage caused to adjacent facilities by demolition operations. The Contractor shall promptly make all required repairs as directed by the Engineer and at no cost to the Owner. 1.06 UTILITIES A. It shall be the Contractor's responsibility to maintain existing utilities in service and protect against damage during demolition operations 02065-2 1.07 POLLUTION CONTROL A. For pollution control, use sprinkling, temporary enclosures, and other suitable methods as necessary to limit the amount of dust and dirt rising and scattering in the air to the lowest level of air pollution practical for the conditions of work. Comply with the governing regulations. B. Clean adjacent structures and improvements of all dust, dirt, and debris caused by demolition operations. Return areas to conditions existing prior to the start of work. C. Pollution control measures outlined in the Stormwater Pollution Prevention Plan shall be implemented during the entire construction timeline to control turbidity and sediment discharges to the stormwater system. D. The Contractor shall provide for any required water quality monitoring programs as may be outlined in the SFWMD Dewatering Permit. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 02065-3 This page intentionally left blank. 02065-4 SECTION 02110 CLEARING AND GRUBBING PART 1 - GENERAL 1.01 SCOPE A. The Work to be performed under this item shall consist of either the clearing of or the clearing and grubbing of the area of construction as designated on the drawings. B. Clearing - Where clearing only is required, it shall consist of the cutting and removal of all trees, stumps, brush, logs, hedges, and the removal of all fences, concrete, debris, asphalt, and other loose or projecting material from the designated area. The grubbing of stumps and roots will be required. C. Clearing and Grubbing - Clearing and grubbing shall consist of clearing the surface of the ground of the designated areas of all trees, stumps, down timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, and rubbish of any nature, natural obstructions or such material which, in the opinion of the Engineer, is unsuitable, including grubbing of stumps, roots, matter roots, foundations and disposal from the project of all spoil materials resulting from clearing and grubbing by burning or otherwise. 1.02 REFERENCES A. Florida Department of Transportation Standard Specifications for Road and Bridge construction (FDOT), latest edition. PART 2 - MATERIALS 2.01 MATERIALS FOR REPLACEMENT A. All materials required to be brought on to the site for filling of holes caused by grubbing or otherwise shall be as specified in Section 02200 — Earthwork, Excavation and Backfill. 02110-1 PART 3 - EXECUTION 3.01 SCHEDULE A. The Contractor shall schedule the clearing or clearing and grubbing work at a satisfactory time in advance of the project improvement construction operation. 3.02 SPOIL MATERIALS REMOVAL A. All materials to be disposed of by removal from the site shall be disposed of off -site in a legal manner by the Contractor at the Contractor's expense. The manner and location of disposal of materials shall be subject to review by the Engineer and shall not create an unsightly or objectionable view. 3.03 CLEARING A. Clear the area of all objectionable materials. Trees and other debris unavoidably falling outside the specified limits must be cut up, removed, and disposed of in a satisfactory manner. Preserve and protect from injury all trees not to be removed. The trees, stumps, and brush shall be cut to a height of not more than 12-inches above the ground. The grubbing of stumps and roots will be required. B. On -site burning of debris will not be allowed. 3.04 CLEARING AND GRUBBING A. In areas designated to be cleared and grubbed, all stumps, roots, buried logs, brush, grass and other unsatisfactory materials shall be removed. B. All holes remaining after the grubbing operation in embankment areas shall have the sides broken down to flatten out the slopes, and shall be filled with acceptable material, moistened and properly compacted in layers to the density required in Section 02200. The same construction procedure shall be applied to all holes remaining after grubbing in excavation areas where the depth of holes exceeds the depth of the proposed excavation. END OF SECTION 02110-2 SECTION 02150 DEWATERING PART 1 — GENERAL 1.01 SECTION INCLUDES A. The Work covered by this Section consists of furnishing all permits, labor, equipment, appliance and materials, and performing all operations required for dewatering all excavations, if required, complete. 1.02 RELATED SECTIONS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Specified in other Sections: 1. Section 01060: Regulatory Requirements and Notifications 2. Section 02200: Earthwork, Excavation, and Backfill. PART 2 - PRODUCTS 2.01 TEMPORARY FACILITIES A. All materials and equipment shall be suitable and adequate to function continuously as a dewatering system. B. All material and equipment used in the dewatering system remain the property of the Contractor and shall be removed off -site when dewatering is completed. C. All dewatering equipment shall conform with the noise standards set forth in the Village of Tequesta Code of Ordinances. 2.02 SUBMITTALS A. Submit the dewatering method or plan in accordance with Submittal specifications prior to commencing dewatering if it is determined by the Contractor that dewatering beyond that allowed by a no -notice dewatering permit is required to construct the project. 02150-1 B. The Contractor shall prepare and submit the necessary permit applications and supporting documents for the purposes of obtaining a dewatering permit from the SFWMD and any other required agencies. PART 3 - EXECUTION 3.01 METHODS A. The method of dewatering is to be selected by the Contractor and may include: 1. Wellpoints 2. Sump pumps 3. Bedding rock 4. D ewate ri n g wells 5. Other approved items 3.02 DISCHARGE A. The Contractor shall provide all labor, materials, tools and equipment necessary to properly control the quality of the discharge from his dewatering operations as described herein. The Contractor shall comply with all applicable laws, rules and regulations governing the discharge of water from his dewatering operations. B. The Contractor shall not discharge water in any manner that will: 1. Adversely affect water quality of nearby water bodies 2. Violate Federal, State or local laws or regulations 3. Allow discharge to flow onto private property 4. Deter movement of traffic 5. Damage portions of the work previously constructed 6. Damage portions of existing facilities or structures 7. Violate the conditions of the SFWMD Dewatering Permit 8. Violate the conditions of the Stormwater Pollution Prevention Plan C. The Contractor shall obtain and pay for any permits required to discharge the dewatering waters. D. The Contractor shall coordinate and pay for any water quality monitoring program that may be required by the applicable dewatering permit(s). END OF SECTION 02150-2 SECTION 02200 EARTHWORK, EXCAVATION, AND BACKFILL PART 1 - GENERAL 1.01 SECTION INCLUDES The Work covered by this section consists of furnishing all labor, equipment, and materials, and performing all earthwork operations to include: A. Excavation and backfill of structures, foundations, and pavements B. Surface preparation for structures, foundations, and pavements C. Excavation and backfill of pipe trenches D. Roadway area grading E. Soil compaction and stabilization requirements for pipe trenches and roadway areas F. Soil testing for pipe trenches and parking areas 1.02 REFERENCES A. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. B. American Society for Testing and Materials (ASTM) D698 Moisture -Density Relationship of Soils D1556 Standard Method of Test for Density of Soil in Place by Sand Cone Method D1557 Method for Test for Moisture -Density Relations of Soils Using a 10-Pound Rammer and 18-Inch Drop D2487 Classification of Soils for Engineering Purposes D6938 Density of Soil and Soil -Aggregate in Place by Nuclear Methods 02200 - 1 1.03 RELATED SECTIONS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01410: Testing Laboratory Services 2. Section 02016: Existing Utilities and Underground Structures 3. Section 02150: Dewatering 4. Section 02660: Pressure Pipe Systems C. Village of Tequesta Engineering Standards 1.04 FIELD MEASUREMENTS AND COORDINATION A. Verify that survey benchmark, control point, and intended elevations for the work are as shown on the Drawings. B. Verify that work associated with lower elevation utilities is complete before placing higher elevation utilities. 1.05 SUBSURFACE SOILS DATA A. The Owner and Engineer make no representations or statements as to site or soil conditions, and therefore do not assume any responsibility for actual site or soil conditions. PART 2 - PRODUCTS 2.01 EXCAVATION A. All excavation is unclassified. Complete all excavation regardless of the type, nature, or condition of the materials encountered. 2.02 SOURCE QUALITY CONTROL A. If tests for a material type fail three times, the Engineer may reject the source supplier and require the Contractor to submit a new source for approval, at no additional cost to the Owner. The in -situ material is considered acceptable material and may be used, provided it meets the specified requirements. 02200 - 2 B. Quality control of the work shall be the Contractor's responsibility and the Contractor shall make every effort to produce the best quality work as specified on the Drawings and in these Specifications. 2.03 STRUCTURAL FILL AND BACKFILL A. Fill and backfill under and around all structures shall be suitable on -site excavated material or approved imported material. Material shall be free of organic material, shall not have more than 10 percent by dry weight passing the U.S. Standard No. 200 sieve, and shall have no rocks larger than 3- inches in size. On -site Fine Sand (SP), without roots or other deleterious materials, is suitable material. Imported material may be provided by the Contractor at no additional cost to the Owner. B. On -site soils with more than 10% by dry weight passing the U.S. Standard No. 200 sieve and/or particle sizes larger than 3-inches are not suitable for use as fill under pavements or structures. C. Backfill behind walls shall be as specified above except that they shall not have more than 4% by dry weight passing the U.S. Standard No. 200 sieve. 2.04 EARTHFILL A. On -site excavated material free from roots, trash, and rocks larger than 3- inches. 2.05 FLOWABLE FILL A. Provide and place flowable fill in accordance with the requirements of Section 121 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. 2.06 WATER FOR COMPACTION A. The Contractor shall furnish potable water, as required. The Contractor may coordinate with the Village of Tequesta Engineering Department to arrange for a hydrant meter for water during construction. Costs associated with the hydrant meter shall be paid for by the Contractor. Water trucks shall be used as required. 2.07 EQUIPMENT A. All equipment shall be suitable and adequate to perform the Work specified. Compaction equipment shall be vibratory type. It is recommended that the Contractor perform a pre -construction assessment of existing adjacent structures and monitor those structures for settlement during the construction 02200 - 3 period. Contractor shall notify Owner of any settlements that occur at existing adjacent structures. PART 3 — EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum locations. Protect bench marks, survey control points, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. B. Locate, identify, and protect utilities that remain from damage. 3.02 STRIPPING TOPSOIL A. See Section 02110, Clearing and Grubbing. Stripping of topsoil shall be performed priorto any cutting, excavation, removal and/or replacement orfill materials. B. Strip topsoil from designated areas within boundaries of proposed construction lines to a depth of approximately 6-inches to 8.5-inches. The top materials stripped shall be removed and disposed of off site, unless authorized for use on the site landscaping areas by the Engineer or Owner. Top materials shall not be used under roadway or parking areas. C. Stripping of topsoil shall ensure the entire site is stripped and scraped clean of all brush, weeds, grass, roots, vegetation, etc. 3.03 CUTTING A. Except as otherwise specified, after stripping of topsoil all site areas which are above elevation required shall be cut to subgrades required by drawings. 3.04 FILLING A. Except as otherwise specified, after stripping of topsoil all site areas which are below elevation required shall be compacted as specified and then over such areas clean granular fill placed and compacted in layers not exceeding 6-inches in un-compacted thickness. Each layer of fill shall be compacted to at least 95% of the modified proctor maximum dry density required on the construction drawings (ASTM D1557 or AASHTO T-180). Filling and compaction shall continue until subgrades required for various areas are reached. All holes and depressions caused from removal of trees, stumps, etc. shall be filled and compacted. Fill shall be good clean material as previously specified. 02200 - 4 3.05 EXCAVATION UNDER STRUCTURES AND PAVEMENT AREAS A. Excavation shall be performed to elevations and dimensions required by drawings with suitable allowance made for construction operations and inspections. Excavation carried to depths below required elevations shall be replaced in loose layers a maximum of 6-inches in depth and compacted in a manner to achieve a minimum density of 98% as determined by and in accordance with the modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180). The Contractor may place additional concrete in lieu of replacing and compacting excess excavation as specified above to fill excess cut. Correction of excess cut shall be responsibility of the Contractor at no additional cost to the Owner. B. Compact disturbed load bearing soil in direct contact with foundations to achieve a minimum density of 98% as determined by and in accordance with modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180). C. Verify that the specified density extends to 2-feet below the bottom of the structure or pavement base course to be installed. D. Slope banks with machine to angle of repose or provide necessary shoring. E. Do not interfere with 45 degree bearing splay of existing foundations without providing adequate means of shoring protection. F. Grade top perimeter of excavating to prevent surface water from draining into excavation. G. Notify the Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. H. Correct areas over excavated in accordance with this section. I. Remove excavated material unsuitable for backfill from site. J. When muck or other deleterious materials is encountered in the excavation, it shall be completely removed within the area of the structure or pavement and to a depth where acceptable material is encountered. After removal of all muck or other deleterious material, the area shall be backfilled with approved fill material to the specified grade. 3.06 TRENCH EXCAVATION AND PREPARATION A. Excavation: Excavate as required for the installation of all piping, utilities, conduits, and appurtenances. 02200 - 5 B. Trench Width: Cut trenches sufficiently wide to enable installation, compaction and inspection. The maximum width will not be limited except where excessive trench width would cause damage to adjacent structures or piping. C. Grade: Excavate the bottom of the trench to the line and grade shown, or as established by the Engineer with proper allowance for pipe bedding. D. All trench work shall comply with OSHA Standards and the Trench Safety Act of 1990, with latest revisions. E. Piping shall be installed in a dry trench. F. When acceptable material is encountered in the trench, the bottom shall be excavated and graded to the depth required so as to provide a uniform and continuous bearing and support for the pipe on solid and undisturbed ground at every point between bell holes. G. Bell holes shall be provided at each joint to permit the joint to be made properly. At no time shall the bells support the pipe when in the trench. H. When muck or other deleterious materials is encountered in the trench, it shall be completely removed for the width of the trench at the pipe and to a depth where acceptable material is encountered. After removal of all muck or other deleterious material, the trench shall be backfilled with bedding material to the bottom of pipe grade. I. See the Village of Tequesta for additional requirements. 3.07 MAINTENANCE OF EXCAVATION A. The excavation shall be maintained at a dry condition at all times. B. All side slopes shall be such that material will not slide into the bottom of the excavation and any material doing so shall be immediately removed. Trench side slopes shall be in accordance with local codes, OSHA requirements, and the Trench Safety Act. C. All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Hydrants under pressure, valve pit covers, valve boxes, curb stop boxes, fire and police call boxes, or other utility controls shall be left unobstructed and accessible until the work is completed. D. Trees, shrubbery, fences, poles, bollards and all other property and surface structures shall be protected unless their removal is shown on the drawings or authorized by the Engineer. When it is necessary to cut roots and tree 02200 - 6 branches, such cutting shall be done under the supervision and direction of the Engineer. E. The attention of the Contractor is drawn to the fact that during excavation at the project site, the possibility exists of the Contractor encountering various utilities (water, chemical, electrical, gas, or other) not shown on the drawings. The Contractor shall exercise extreme care before and during excavation to locate and flag these lines so as to avoid damage to the existing lines. Should damage occur to an existing line, the Contractor shall repair the line at no cost to the Owner. F. It is the responsibility of the Contractor to ensure that all utility or other poles, the stability of which may be endangered by the close proximity of excavation, are temporarily stayed in position while the Work proceeds in the vicinity of the pole and that the utility or other companies concerned be given reasonable advance notice of any such excavation by the Contractor. 3.08 BACKFILL UNDER STRUCTURES AND PAVEMENT AREAS A. Backfilling of excavated areas under, around or over building and structural appurtenances and pavement, concrete or pavers shall be performed with clean fill materials which are free of debris, organics, trash or other deleterious substances. Suitable compaction equipment shall be used to obtain density described previously for the entire depth of Backfilling. Each layer of backfill under structures, pavements, and pavers shall be compacted to a minimum of 98% as determined by and in accordance with the modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180). Each layer of compacted backfill shall not exceed 6-inches in thickness. The completed, compacted surface shall be at the proper final subgrade elevation. B. verify that the specified density extends to 18-inches below the bottom of the structure or pavement base course to be installed. 3.09 TRENCH BACKFILLING A. Haunch Backfill: Carefully place pipe bedding material so as not to damage the pipe in maximum 6-inch loose lifts and compact to the pipe centerline. Use hand-held compaction equipment. B. Pipe Zone: Backfill with pipe bedding material in maximum 6-inch loose lifts and compact to a point at a minimum of 12-inches above the pipe crown or in accordance with Palm Beach County standard detail, whichever is greater. C. Under Pavement/Concrete/Paver Areas, and Structures: In areas where backfill settlement must be held to a minimum, backfill above the pipe zone with pipe bedding material in maximum 6-inch loose lifts and compact to a minimum 98% maximum dry density as determined by and in accordance with the 02200 - 7 modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180) up to the subgrade elevation. Backfilling and compaction within the MOT Rights of Way shall be in accordance with the MOT Standard Specifications for Road and Bridge Construction, latest edition. D. Outside Pavement/Concrete/PaverAreas: In areas where backfill settlement is not critical, backfill above the pipe zone with earthfill material to a density equal to or greater than the soil adjacent to the pipe trench, but not less than 95% of the maximum dry density as determined by and in accordance with the modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180), to final grade. E. No material shall be used for backfill which contains muck or other deleterious material or material with an excessive void content. All backfill shall be composed of select clean granular material. F. All trenches and excavation shall be backfilled immediately after all pipe and joints have been investigated and approved by the Engineer or the Village, subject to satisfactory pressure and leakage test results, as required. G. Backfill, in general, shall be kept up with the rate of pipe laying. No more than 100 feet of pipe trench shall be open at one time at any one project location. H. See the Village of Tequesta Standards for additional requirements. 3.10 BACKFILL AROUND STRUCTURES A. Obtain the Engineer's acceptance of concrete work and attained concrete strength prior to backfilling. B. Backfill with structural backfill material placed in maximum 6-inch loose lifts and compacted to a minimum 98% of maximum dry density as determined by and in accordance with the modified proctor required on the construction drawings (ASTM D-1557 or AASHTO T-180). C. Compact backfill adjacent to structures with equipment that will not damage the structure. D. Backfill with flowable fill or other material only if reviewed and approved by the Engineer. 3.11 SITE GRADING A. Fill and contour site areas with earthfill material to elevations shown and as required to prepare the site for landscape grading and sodding. 02200 - 8 B. Place materials in maximum 6-inch loose lifts and compact as required to limit subsequent settlement. 3.12 COMPACTION TESTING A. In -situ compaction testing shall be performed by a certified laboratory. B. Compaction testing shall be done by nuclear density equipment or other approved methods. (ASTIVI D-2937, D-1557, D-6938, AASHTO T-180, AASHTO T-90). C. Density testing shall be performed as follows: 1. Pipe Trenches: 1 test per lift per 100-feet of pipe. 2. Fill Under/Around Structures: 1 test per lift under each structure or 1 backfill test per lift per drainage or sanitary structure installed. 3. Fill Under Pavement Areas: 1 test per lift per 2,000 square feet of compacted surface area. D. Test results in a specific location are only representative of a larger area if the Contractor has used consistent compaction means and methods and the soils are practically uniform throughout. If it is determined by the Owner/Engineer that there are variations in the compaction methods and/or soil uniformity, additional testing may be required. 3.13 FINAL AND FINISH GRADING A. Using clean topsoil, perform all final and finish grading in all yard and planting areas indicated on drawings. Topsoil shall be placed to a minimum of 4-inch thickness, rototilled to a minimum depth of 8-inch, leveled and finish graded in all areas. No pavement base course material or broken asphalt will be allowed as topsoil materials in landscaping areas. B. Final grading shall be performed and grades shaped to finished elevations indicated. Finish grades (top of the soil) shall be approximately 1-1/2 inch below edges of pathways, curbs and other paved or concrete slabs. After sod installation, the top of the sod shall not be more than 1/2-inch below or shall be flush with the grade established by any adjacent paved or curbed surface. C. The Contractor shall verify that all finish subgrades are correct prior to beginning installation of sod and planting materials. Upon completion of the project work, the Contractor shall prepare "record drawings" verifying that all finish grades are in accordance with the contract documents and shall submit same to the Engineer for review and acceptance prior to requesting final inspection of the project. The "record drawings" shall be prepared by a surveyor registered in the State of Florida. 02200 - 9 D. Upon project completion, all areas of the site within immediate construction and adjacent areas shall be completely cleaned of all debris occasioned by this construction. Particular attention is called to any cement, mortar, masonry drippings and plaster which shall be completely removed from planting and lawn areas and shall be disposed of off -site. E. All areas adjacent to the site and all areas not within contract construction areas shall be left in reasonably the same condition as they were found prior to commencement of construction. F. Any damage to the existing adjacent facilities including adjacent lakes or roads, and related areas such as, but not limited to, finish grades, slopes, grass sod, structures, pipe, etc. shall be repaired and restored to a proper and appropriate condition acceptable to the Owner and Engineer. 3.14 EXCESS MATERIAL A. Remove all excess suitable material from the site and dispose of at the Contractor's expense. B. Unsuitable materials shall also be removed and disposed of off -site at the Contractor's expense. END OF SECTION 02200 - 10 SECTION 02270 EROSION AND SEDIMENTATION CONTROL PART 1 - GENERAL 1.01 DESCRIPTION A. The Work specified in this Section consists of measures required to control erosion on the project and in areas outside the project area where Work is accomplished in conjunction with the project, so as to prevent pollution of water, detrimental effects of public or private property adjacent to the project area and damage to Work on the project. These measures will consist of construction and maintenance of temporary erosion control features or, where practical, the construction and maintenance of permanent erosion control features. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. Specified in other Sections: 1. Section 01060: Regulatory Requirements and Notifications 2. Section 02485: Grassing 1.03 START OF WORK A. Do not start work until erosion control measures are in place. PART 2 - PRODUCTS 2.01 GENERAL A. No testing of materials used in construction of temporary erosion control features will be required. B. Materials used for the construction of the temporary erosion and sedimentation control measures not to be incorporated into the completed project may be new or used. 02270 - 1 PART 3 - EXECUTION 3.01 GENERAL A. Construct temporary and permanent erosion and sediment control measures to prevent the pollution of adjacent water ways in conformance with the laws, rules and regulations of Federal, State and local agencies and the conditions. B. Temporary erosion control features shall consist of, but are not limited to, temporary grassing, temporary sodding, temporary mulching, spoil containment pits, sandbagging, slope drains, sediment basins, artificial coverings, berms, baled hay or straw, floating silt barriers, staked silt barriers and staked silt fences. Design details for some of these items may be found in the Village of Tequesta Engineering Standard Details, Chapter 6 of the Florida Land Development Manual: A Guide to Sound Land Water Management (Department of Environmental Regulation) or the Water Quality Section of the applicable edition of the FDOT Roadway and Traffic Design Standards. C. Incorporate permanent erosion control features into the project within seven (7) days of any construction activity. Correct conditions, using temporary measures, that develop during construction to control erosion prior to the time it is practical to construct permanent control features. D. The Contractor will be required to prepare, submit, and obtain a Notice of Intent (NOI) to use Generic Permit for Stormwater Discharge from the Florida Department of Environmental Protection which will include a Stormwater Pollution Prevention Plan (SWPPP) prepared by the Contractor as required by F.A.C. 62-621.300(4) and the Environmental Protection Agency (EPA) as part of the National Pollutant Discharge Elimination System (NPDES) prior to beginning work. 3.02 INSTALLATION A. Temporary Grassing: This Work shall consist of furnishing and placing grass seed in accordance with Section 02485, Grassing. B. Baled Hay or Straw: 1. This Work shall consist of construction of baled hay or straw dams to protect against downstream accumulations of silt. The baled hay or straw dams shall be constructed in accordance with the details shown in FDOT's Roadway and Traffic Design Standards. 02270 - 2 2. The dam shall be placed so as to effectively control silt dispersion under conditions present on this project. Alternate solutions and usage of materials may be used if approved. C. Temporary Silt Fences and Staked Silt Barriers: This Work shall consist of furnishing, installing, maintaining and removing staked turbidity barriers in accordance with the manufacturer's directions, these specifications, conditions of the project permits, and the details as shown in FDOT's Roadway and Traffic Design Standards. 3.03 REMOVAL OF TEMPORARY EROSION CONTROL FEATURES A. In general, remove or incorporate into the soil any temporary erosion control features existing at the time of construction of the permanent erosion control features in such a manner that there will be no detrimental effect. 3.04 MAINTENANCE OF EROSION CONTROL FEATURES A. General: Provide routine maintenance of permanent and temporary erosion control features until the project is completed and accepted. B. Maintenance of erosion control measures shall be in strict accordance with condition of the applicable NPDES, and the Village of Tequesta requirements. 3.05 PROTECTION DURING SUSPENSION OF CONTRACT TIME A. In the event that it is necessary that the construction operations be suspended for any appreciable length of time, shape the top of the earthwork in such a manner as to permit runoff of rainwater and construct earth berms along the top edges of embankments to intercept runoff water. Should such preventive measures fail, immediately take such other action as necessary to effectively prevent erosion and siltation. END OF SECTION 02270 - 3 This page intentionally left blank. 02270 - 4 SECTION 02310 SITE GRADING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. 1.02 WORK INCLUDED A. The Work covered by this section shall include all labor, equipment, services and materials necessary for bringing the site to elevations shown in the plans. This section shall include all necessary excavations for streets. It shall include the construction of embankments and fills by the loading, movement, deposition and compaction of suitable fill materials resulting from above listed excavations. It shall include stockpiling of any excess material to an on -site location as specified by the Owner. B. It shall include rough grading within the roadways and driveways to the elevations or cross-section details shown on the drawings. C. It shall include the erection and maintenance of any barricades that are required for accident prevention and property protection. D. It shall include removal and disposal of muck, rock boulders or any foreign material interfering with construction. 1.03 RELATED WORK A. Section 02110 — Clearing and Grubbing B. Section 02200 — Earthwork, Excavation, and Backfill PART 2 - PRODUCTS NOT USED. 02310-1 PART 3 — EXECUTION 3.01 GENERAL A. The Contractor shall acquaint himself with all Work to be performed as specified and shown on the Drawings. He shall ascertain where all excavation will be required and shall be solely responsible for all excavating to complete the Contract. 3.02 PAYMENT A. No extra payment will be allowed for type or classification of material in excavation. 3.03 MATCHING EXISTING GRADES A. Where existing roadbed surfaces are not at the elevation required prior to subgrade compaction, the Contractor shall perform any such excavation, filling, earthmoving and grading as may be necessary to attain the proper compacted subgrade elevation before proceeding with base course construction. 3.04 UNSUITABLE MATERIAL A. All muck, large rocks and boulders encountered during the Work under this Contract shall be removed and disposed of in a manner approved by the Engineer. 3.05 EXCAVATION A. All excavation shall be unclassified regardless of material encountered. B. The Contractor shall make probings or sounding for subsurface rock to ascertain its location and depth. C. It shall be the Contractor's responsibility to be familiar with soil conditions on the site. Borings, in addition to those provided by others, if any, shall be acquired by the Contractor, at the Contractor's expense. D. Any wet excavated materials shall be drained before hauling or moving. 3.06 EMBANKMENT (FILL) A. Embankment shall be constructed from suitable materials resulting from roadway or site excavation or approved materials furnished from off -site 02310-2 borrow areas. B. Embankments shall be placed in successive layers of not more than 8- inches in thickness, measured loose, for the full width of the embankment. C. Each layer of the material used in the formation of roadbed embankments shall be compacted at optimum moisture content to a density of at least 98% of the Maximum Density as determined by Moisture -Density Tests AASHTO T-180 test results. D. The existing material on the site may vary as to stability. The Contractor shall satisfy himself by site inspection borings, probings, etc., prior to bidding, as to the subsurface character of the material. E. All unstable soil shall be removed and shall be replaced by material approved by the Engineer. 3.07 GRADING A. Due to the minimal longitudinal slope of the roadways, the Contractor shall be required to demonstrate (through finish rock and first lift of asphalt as-builts) a positive flow from high points to low points along the edge of pavement and road crown as indicated on the Contract Drawings. B. Deviations from the proposed grades and drainage patterns as indicated on drawings will be reviewed at the discretion of the Engineer. C. The disposal of large rocks in excess of 8-inches, within roadways and parking areas is prohibited. Where allowable, the disposal of large rocks by burial in areas designated by the Engineer shall have a minimum 30-inches of cover below finished grade elevation. 3.08 SURVEYS A. All initial surveys, including detail construction stakes, will be furnished by the Contractor. B. The Contractor will carefully maintain benchmarks, monuments, stakes, and other reference points, and if disturbed or destroyed, be replaced as directed at the Contractor's expense. C. The Contractor shall provide roadway/sidewalk grades for record drawings for review by the village and Engineer. 02310-3 END OF SECTION 02310-4 SECTION 02485 GRASSING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. The Contractor shall furnish all labor, equipment, and materials necessary for grassing all areas disturbed by his operations and any other areas on the plans indicated to receive grassing. It is the intent of this specification that damaged areas are to be replaced in kind, with sod to be used for all maintained yard areas. The Contractor shall take all steps practical to minimize the area required to be sodded. All grassing shall be in accordance with Section 570-1 through 570-5 of the FDOT Standard Specifications for Road and Bridge Construction, except as modified herein. 1.02 STORAGE OF MATERIALS A. The Contractor shall provide space for storage of sod prior to placement in a manner that will not endanger or restrict pedestrian or vehicular traffic or interfere with other aspects of the Work. 1.03 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. PART 2 - PRODUCTS 2.01 SEED A. Types: Seed shall be St. Augustine Floratam, Argentine Bahia, Centipede, or Bermuda, depending on type of existing sod in adjacent area to be matched. PART 3 - EXECUTION 3.01 GENERAL CONSTRUCTION METHODS A. No grassing shall be done when the ground is unduly wet or otherwise not in a suitable condition. Whenever a suitable length of right-of-way, disturbed area, or other area has been graded, it shall be made ready, when directed by the Owner/Engineer, and seeded in accordance with 02485 - 1 these specifications. Grassing shall be incorporated into the project at the earliest practical time in the Contract. 3.02 SODDING A. Preparation of Area to be Sodded: The ground which is to receive sod shall have been graded to proper elevations to match pre -construction conditions or proposed grades. All disturbed swales and ditches shall have been restored to their pre -construction condition or better. The pre - construction grade shall be maintained and the prepared soil shall be loose and reasonably smooth. It shall be reasonably free of large clods, roots, patches of existing grass, and other material which will interfere with the sod -laying operations or subsequent mowing and maintenance operations. B. Laying of Seed: Seed shall be installed in all areas so designated by the Owner/Engineer. Seed shall be spread so that full coverage over the disturbed area is completed. D. Watering: Newly -sodded areas are to be watered by the Contractor as necessary to keep sod alive until the Contractor is closed out. Dead sod shall be replaced by the Contractor prior to contract closeout. END OF SECTION 02485 - 2 SECTION 02660 PRESSURE PIPE SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. The Work covered by this section consists of providing all labor, material and equipment, and performing all construction required to temporarily relocate the reject, fittings, valves, and accessories as specified and shown on the drawings. 1.02 SUBMITTALS A. Reports on testing will be prepared and submitted by the Contractor. B. Record drawings must be submitted in accordance with the Village of Tequesta Standards. C. Submit product data for all pipe, service connections, fittings, valves, accessories and other appurtenances in accordance with Division 1 specifications. 1.03 REFERENCE STANDARDS A. Water system components which come into contact with drinking water must conform with ANSI/NSF Standard 61-1991, Drinking Water Components. B. All potable water system components shall be supplied and installed per the applicable FDEP and the Village of Tequesta Standards. Refer to the Village of Tequesta for a list of approved products and submittal procedures. C. ANSI/ASTM D2466 -Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. D. ANSI/AWWA C104 — Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water. E. ANSI/AWWA C105 — Standard for Polyethylene Encasement for Ductile -Iron Pipe Systems. F. ANSI/AWWA C110 — Standard for Ductile -Iron and Gray -Iron Fittings, 3 in. through 48 in. for Water and Other Liquids. 02660 - 1 G. ANSI/AWWA C111 — Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. H. ANSI/AWWA C115 — Standard for Flanged Ductile -Iron Pipe with Ductile -Iron or Gray Iron Treaded Flanges. I. ANSI/AWWA C150 — Standard for the Thickness Design of Ductile -Iron Pipe. J. ANSI/AWWA C151 — Standard for Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids. K. ANSI/AWWA C153 — Standard for Ductile -Iron Compact Fittings, 3 in. through 24 in. and 54 in. through 64 in. for Water Service. L. AWWA C210 — Standard for Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. M. AWWA C220 — Standard for Stainless -Steel Pipe, 4 in. and Larger. N. AWWA C504 — Standard for Rubber -Seated Butterfly Valves. O. AWWA C508 — Standard for Swing -Check Valves for Waterworks Service, 2 in. through 24 in. P. AWWA C509—Standard for Resilient -Seated Gate Valves for Water Supply Service. Q. AWWA C511 — Standard for Reduced -Pressure Principle Backflow- Prevention Assembly. R. AWWA C512 — Standard for Air -Release, Air/Vacuum, and Combination Air Valves for Waterworks Service. S. AWWA C600 — Standards for Installation of Ductile -Iron Water Mains and Their Appurtenances. T. AWWA C605 —Standard for Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. U. AWWA C606 — Standard for Grooved and Shouldered Joints. V. AWWA C900 —Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. through 12 in. for Water Distribution. W. AWWA C901 —Standard for Polyethylene (PE) Pressure Pipe and Tubing, �/2 in. through 3 in. for Water Services. 02660 - 2 X. ASTM D1785 -Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. Y. ASTM D2855 -Making Solvent -Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. Z. ASTM D2922 -Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). AA. ASTM D3139 - Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals. BB. ASTM F437-82 -Threaded Chlorinated Poly Vinyl Chloride (CPVC) Plastic Pipe Fittings, Schedule 80. CC. ASTM F439-87 -Standard Specification for Socket -Type Chlorinated Poly Vinyl Chloride (CPVC) Plastic Pipe Fittings, Schedule 80. DD. ASTM 493-85 -Solvent Cements for Chlorinated Poly Vinyl Chloride (CPVC) Plastic Pipe and Fittings. EE. ASME/ANSI B16.5 —1996 — Pipe Flanges and Flanged Fittings. FF. ASME/ANSI B 31.3 — 1996 — ASME Code for Pressure Piping. GG. ASME/ANSI B 16.9 — Pipe Fittings. 1.04 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General and Supplemental Conditions provided as part of the Village's Standard Specifications, apply to this section. B. The Village of Tequesta Standards and approved product list. C. Specified in other Sections 1. Section 02065: Demolition 2. Section 02150: Dewatering 3. Section 02200: Earthwork, Excavation and Backfill 02660 - 3 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on pipes, casings, pipe fittings, valves, thrust collars and accessories. C. Manufacturer's Certificate: Certify that pipe, fittings, and valves meet or exceed respective ANSI, AWWA, and/or NSF Standards. PART 2 - PRODUCTS 2.01 GENERAL A. Although they may not be specifically shown on the drawings or called for elsewhere in the Technical Provisions, the Contractor shall include the cost of all fittings, piping supports, and miscellaneous appurtenances needed to provide a secure, working pipe and valve system. Piping shall be supported by thrust restraints and tie rods as necessary to ensure a stable installation. Adjustable pipe supports or piers shall be arranged to relieve attached equipment of all strain due to the weight of the pipe, fittings, valves, and the contents of the pipe. All tie rods, nuts, bolts, fasteners, and other similar appurtenances shall be 316 stainless steel throughout project to protect against the corrosive environment. 2.02 APPROVED PRODUCTS A. All products that come into contact with potable water shall be as specified by the Village of Tequesta Standards and Village of Tequesta approved products list. B. VALVES 1. Air Release Valve a. Valve shall be 1" with N.P.T. threaded inlet and outlet. The valve body shall be stainless steel. The float, internal float guides and trim shall be 316 stainless steel. The seat shall be BUNA-N. b. Valve shall be model 912 manufactured by GA Industries or approved equal. 02660 - 4 C. THRUST RESTRAINT See specification section 02660, Section 2.02A. If no standard exists, the following shall be used: 1. All bends, tees, crosses, reducers, and dead ends shall be restrained through an approved means of joint restraint unless an alternate restraint method is shown on the drawings. All branch valves shall be restrained with joint restraints or approved equal or anchor tees, or anchor couplings. Any line terminated during the construction phase that is a known future extension shall have a plugged valve placed at the end and be restrained. Thrust restraints shall be placed in accordance with the restraint table shown in the construction plans. If installed cover is less than the depth referenced in the table, increase restrained length per manufacturer's recommendation. Existing pressure pipes that are modified by the construction or connected to new piping systems shall be restrained by bell restraints, split -ring restraints, or thrust blocks as appropriate. 2. All restraints shall be EBAA 1900 and 2000 style for PVC installations and EBAA 1100 style for ductile iron MJ connections. E. VALVE BOXES See specification section 02660, Section 2.02A. If no standard exists, the following shall be used: 1. All valve boxes shall be cast iron construction with 5-inch shafts, equal to Tyler pipe 6850 series or Bingham Taylor equivalent. Valve box lids shall have a 1-inch deep skirt and shall have the words "REJECT", where appropriate, cast in the top. Valve operating nuts shall be brought to within 30-inch of the surface using valve extension rods if required. PART 3 - EXECUTION 3.01 SALVAGEABLE MATERIAL A. Any existing equipment or material which is removed or replaced as a result of construction under this project may be designated as salvageable by the Village of Tequesta and if so, shall be removed, cleaned, and delivered to a protected location specified by the Village. Any equipment or material not worthy of salvaging, as directed by the Village, shall be disposed of in a legal manner by the Contractor at an off -site location. Upon request of the Engineer, the Contractor shall submit evidence of proper disposal. 02660-5 3.02 MARKING BY MANUFACTURER A. Special markings shall be plainly marked on the applicable pipe indicating the weight, class of pipe, casting period, manufacturer's mark and year pipe was produced. 3.03 EXISTING UTILITIES A. The plans depict the approximate location of the known existing subsurface water, sanitary sewer, electric, telephone, gas, cable, and storm water utilities. B. The Contractor will arrange for underground utilities to be located by appropriate utility owners in advance of the Contractor's operations. The Contractor shall pothole all locations where the proposed pipe crosses an existing underground facility to verify that a conflict does not exist. C. Notify the Engineer of any substantial changes that would require a deviation in the plans. D. Repair any damage done to existing utilities and private property at no additional expense to the Owner. 3.04 PREPARATION A. Where applicable, ream pipe and tube ends and remove burrs. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare pipe connections to equipment with flanges or unions. 3.05 BEDDING A. Excavate trench and install pipe bedding as specified in Section 02200, Earthwork, Excavation and Backfill. 3.06 SURFACE CONDITIONS A. Inspection 1. Prior to all Work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this work may properly commence. 2. Verify that all equipment may be installed in accordance with all pertinent codes and regulations, the original design, shop drawings, and the reference standards. 02660 - 6 B. Discrepancies 1. In the event of discrepancy, immediately notify the Engineer. 2. Do not proceed with installation in area of discrepancy until all such discrepancies have been fully resolved. 3.07 PIPE INSTALLATION GENERAL A. Take all precautions necessary to ensure that pipe, valves, fittings, and other accessories are not damaged in unloading, handling, and installation. Examine each piece of material just prior to installation to determine that no damage has occurred. Remove any damaged material from the site and replace with undamaged material. B. Exercise care to keep foreign material and dirt from entering pipe during storage handling and installation. Close ends of in -place piping at the end of any work period to preclude the entry of animals and foreign material. C. Use only those tools specifically intended for cutting the size, material and type pipe involved. Make cut to prevent damage to pipe or lining and to leave a smooth end at right angles to the axis of the pipe. D. Pipe deflection at joints shall be limited to 75% of the manufacturer's maximum deflection tolerance. E. All piping shall be laid to line in a clean, dry trench on line and grade with all valves and appurtenances plum. F. Underground pressure piping systems shall be securely anchored by acceptable means at all tees, plugs, caps, bends and valves, and at all other locations where unbalanced forces exist or as directed by the Utility or Engineer. Restrained joints shall be used in accordance with manufacturer's recommendations. G. Special Exterior Protection for Corrosion: When specifically required, extra protection shall be provided for underground cast or ductile iron pipe and fittings within areas of severe corrosive conditions. This shall be accomplished by the installation of encasement or outside protection, AWWA C105, through the area of concern. Soil -test evaluation to determine the necessity for extra protection in suspect areas shall be as set forth in ANSI Standard A21.5. H. In case of conflict between various installation requirements, the more stringent requirement shall apply. 02660 - 7 3.08 PIPE/SLEEVE INSTALLATION — DIRECTIONAL BORE (PLUMBING CONNECTION) A. This work shall include all services, equipment, materials, and labor for the complete and proper installation, testing, restoration of underground utilities and environmental protection and restoration. B. The proposed plan installation locations are approximate; the intent is to construct the water service in the general area shown and to avoid existing utilities and obstructions. The general horizontal location are shown on the plans, but the entry and exit locations, and minimum clearances are not shown on the plans. The Contractor may utilize an alternative drill path than is shown on the drawings with the approval of the Owner at no additional cost to the Owner. C. Submittals: a. Specifications on material to be used shall be submitted to Engineer. Material shall include the pipe, fittings and any other item which is to be an installed component of the project. D. Contactor shall notify all companies with underground utilities in the work area via the state or local "one -call" to obtain utility locates. Once the utilities have been located Contractor shall physically identify the exact location of the utilities by vacuum or hand excavation, when possible, in order to determine the actual location and path of any underground utilities which might be within 20 feet of the bore path. Contractor shall not commence boring operations until the location of all underground utilities within the work area have been verified. E. The Contractor is required to bring to the attention of the Engineer any known design discrepancies with these specifications and the actual drilling methods that the Contractor will be performing. This shall be stated in writing to the Engineer no later than the pre -construction meeting. F. No joints in HDPE sleeves shall be allowed. G. Horizontal directional drilling shall consist of the drilling of a small diameter pilot hole from one end of the alignment to the other, followed by enlarging the hole diameter for the pipeline insertion. The exact method and techniques for completing the directionally drilled installation will be determined by the Contractor, subject to the requirements of these Specifications. H. The elevation of the sleeve and/or carrier pipe at the location of the connection point of the directional bore shall be 36" below the natural grade and shall be in a horizontal location for ease of connection to continuing 1 •.1 lateral or mainline. Should this not be possible due to the acute angle of the bore, the contractor shall furnish and install appropriate fittings to provide for a horizontal continuation. I. The required piping shall be assembled in a manner that does not obstruct adjacent roadways, driveways, or public activities. The Contractor shall erect temporary fencing and submit Maintenance of Traffic plans for approval by Palm Beach County and the Village. J. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. To the extent practical, the Contractor shall maintain a closed loop drilling fluid system. When the Contractor's provisions for storage of the fluids or cuttings on site are exceeded, these materials shall be hauled away to a suitable legal disposal site. After completion of the directional drilling work, the entry and exit pit locations shall be restored in accordance with the project specifications. K. Following service operations, the Contractor will de -mobilize equipment and restore the work -site to original condition. All excavations will be restored in accordance with the project specifications. 3.09 VALVES AND VALVE BOXES A. Unless a beveled gear valve is specified, for valves 2-inch through 12-inch, install valves for with operator stems in the vertical plane through the pipe axis and out of the plane of flow. Locate valves where shown on Drawings. Thoroughly clean valves before installation. Check valves for satisfactory operation. B. Equip all underground valves with gearing or operator switch valve boxes. Set box in alignment with valve stem centered on valve nut. Set the valve box to prevent transmitting shock or stress to the valve. Set the box cover flush with the finished ground surface or pavement. 3.10 PIPE PENETRATIONS A. Use sleeves where pipes, valve stem extensions, or equipment parts pass through poured in place concrete or masonry walls or slabs. Sleeves shall be either cast iron or fabricated steel wall pipe with intermediate flange seep ring of sufficient size to allow sealing around pipe and clearance for valve stems or equipment. Extend vertical sleeves through slabs 1-inch above top surface. 02660 - 9 B. Where new pipe must penetrate concrete wall on non -water bearing concrete structures, drill penetration in neat, workmanlike manner, install pipe, grout in place with non -shrink grout, and refinish surface to match adjacent. 3.11 THRUST RESTRAINT A. Provide reaction anchors of concrete blocking, metal harness, retainer gland type or restrained joint type at all changes in direction of pressure pipelines and as shown on drawings. B. Concrete reaction anchors shall bear against undisturbed earth and shall be of the size and shape necessary to resist service conditions of the pipe. C. Use metal harness restraints as shown on drawings to restrain existing pipe segments. D. Where retainer glands are used, extreme care shall betaken so that each set screw is tightened as recommended by the manufacturer before the pipe is backfilled and tested. E. Existing piping shall be restrained with bell restraints as required by the thrust restraint table shown on the plans. F. Anchor tees shall be used for fire hydrants attached to new water mains. Anchor couplings shall be used for fire hydrants attached to existing water mains. 3.12 FIELD QUALITY CONTROL A. Compaction testing shall be performed in accordance with Section 02200. B. If tests indicate Work does not meet specified requirements, remove Work, replace, and retest at no cost to Owner. 3.13 CONSTRUCTION CONSTRAINTS The Contractor shall give special considerations to accommodate the business owners and residents in minimizing downtime and disruption of service during the entire construction period. A. The Contractor shall coordinate with the Village of Tequesta when service shut downs are required for performance of the Work. The Contractor will be required to provide the Village with seven days' notice for planned shutdown and tie-in. Each service interruption required for tie-in of new main to existing distribution system will be limited to a maximum of four hours. 02660 - 10 END OF SECTION 02660 - 11 This page has been intentionally left blank. 02660 - 12 APPENDIX A -OWNER ACQUIRED PERMITS Army Corps of Engineers Permit (Permit No. SAJ-2021-00197) —PENDING Florida Department of Environmental Projection Minor Operating Permit Modification (Permit No. FL0168572-006-IWF7MR) Florida Department of Transportation Utility Permit (Permit No. 2021-H-496-00217) No Text FLORIDA DEPARTMENT OF Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, Florida 33406-3007 March 4, 2021 In the Matter of an Application for Permit by: Village of Tequesta File Number FLO I 68572-006-IWF/MR Mr. Matthew Hammond, Utilities Director Palm Beach County 345 Tequesta Drive IW — Village of Tequesta Tequesta, Florida 33469 mhammondkteg ue sta. org v ISSUANCE DATE: EFFECTIVE DATE: EXPIRATION DATE: Dear Mr. Hammond, NOTICE OF PERMIT REVISION March 4, 2021 November 22, 2016 November 21, 2021 RE: Revision for Temporary Relocation of Outfall Location Ron Mantis Governor Jeanette Nunez Lt. Governor Noah Valensteln Secretary The Department has reviewed your request to revise the existing Industrial Wastewater Facility Permit Number FLO168572-004-IW5A-NR issued on November 22, 2016, to temporarily move the discharge outfall location that is described in the current permit as (Surface Water Discharge D-001) approximately 100' west to accommodate the FDOT Bridge Rebuild. The Department hereby approves your request in accordance with Section 403.087, Florida Statutes, and the permit will be modified by the following: • During FDOT Bridge construction, temporarily move the outfall diffuser from its current location to the temporary location that will be located approximately 100 feet west and within the east side of the easement of the current bridge. • Monitoring of the outfall shall remain in accordance with the current permit. • During permit renewal (Due May 20, 2021), the evaluation of the mixing zone and replacement of the diffuser to the current position will be evaluated. PERMITTEE: Village of Tequesta PERMIT NUMBER: FLO168572 Village of Tequesta Reverse Osmosis (R.O.) All other applicable conditions included in the original permit and other permit revisions remain unchanged. This Notice of Permit Revision shall become a part of the permit and shall be attached to the original permit. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearin A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing 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 are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (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 that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed 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 the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, or via electronic correspondence at Agency_Clerkgdep. state. fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 14 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 14 days of publication of the notice or within 14 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-110.106(10)(a), F.A.C. PERMITTEE: Village of Tequesta PERMIT NUMBER: FLO168572 Village of Tequesta Reverse Osmosis (R.O.) The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.2051 F.A.C. If you do not publish notice of this action, this waiver may not apply to persons who have not received a clear point -of -entry. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3 900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, or via electronic correspondence at Agency_Clerkgdep. state. fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (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 must be filed within 30 days from the date this action is filed with the Clerk of the Department. EXECUTION AND CLERKING Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION March 4, 2021 Norva B landin Program Administrator Permitting and Waste Cleanup Program PERMITTEE: Village of Tequesta PERMIT NUMBER: FLO168572 Village of Tequesta Reverse Osmosis (R.O.) CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: ec: FDEP: Norva Blandin, Bradley Akers, Chris Weller, Konstantin Dubov, Lisa Self, Barn Fishkin Matthew Hamond, P.E., Village of Tequesta, mhammondkteguesta.org Thomas Jensen, P.E., Kimley-Horn, Tom. Jensen(kkimley-horn.com Samantha Graybill, P.E., Kimley-Horn, Samantha. Graybill ,kimley-horn.com Bertrand King, Kimley-Horn B ertrand. Kingkkimley-horn. com FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., is hereby acknowledged. Clerk March 4, 2021 Date with the designated Department Clerk, receipt of which Rule 14-46.001 F.A.C. FLORIDA DEPARTMENT OF TRANSPORTATION December 14, 2016 Page 1 of 3 UTILITY PERMIT PERMIT NO: 2021-H-496-00217 STATE ROAD INFORMATION County: Section: State Road No: Beginning Mile Post: Ending Mile Post: Palm Beach SR-5 11.040 11.040 APPLICANT INFORMATION The Utility Agency Owner (UAO) shall be identified in this Applicant Information Box. When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant, as prescribed in Section 2.1(4) of the 2017 Utility Accommodation Manual (UAM), the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant. Utility Agency/Owner (UAO) Name: MATTHEW HAMMOND Contact Person: MATTH EW HAM M O N D Address: 345 Tequesta Drive city: Tequesta State: Florida zip: 33469 Telephone: (561) 768-0459 ext. Email: Utility Builder (only applicable when the UAO is a City or County) Name: Contact Person: Address: City: State: Zip: Telephone: Email: WORK DESCRIPTION The Applicant(s) requests permission from the Florida Department of Transportation (FDOT) to construct, operate, and maintain the utilities as described below and as depicted in the incorporated documentation. Relocation of the village's reject disposal outfall due to conflicts with the proposed replacement of the US-1 bridge by the FDOT. The village is proposing to temporarily relocate the main from the northeast corner of the bridge to the northwest corner of the bridge. The work will be completed prior to the commencement of FDOT's construction activities in 2021. The proposed temporary relocation shall be a 12" HDPE main. T N , A /Y 4-i�- 1 C , A � I� A A •. I A M I/ � A /� I� M 1 N� 1 A M Utility Work No: Additional sheets are attached and are incorporated into this permit Yes 52 No ❑ For FDEP certification, the FDOT agency report is attached in accordance with UAM Section 2.4.1 (13) Yes ❑ No 52 TRAFFIC CONTROL (TCP) 52 The TCP will comply with the following 600 series index(es) 601,6021603 ❑ A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2. MOT Technician's contact information (may be supplied at the two (2) business day notification to FDOT): Name: Telephone Email: COMMENCEMENT OF WORK The UAO and/or Utility Builder shall commence actual construction in good faith within sixty (60) calendar days after approval of the permit application. If the beginning date is more than sixty (60) calendar days from the date of approval, the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit's continued approval. The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated. Anticipated Start Date: 7/1 /2021 Calendar days needed to completed: 1,9n 2021 -H-496-00217 Brett Drouin 5/17/2021 Rule 14-46.001 F.A.C. Florida Department of Transportation December 14, 2016 Page 2of3 UTILITY PERMIT PERMIT NO: 2021-H-496-00217 APPLICANT SIGNATURE By the below signature(s) the UAO and/or Utility Builder agree(s) to construct, operate, and maintain the work as noted in the above Work Description, shown in plans and incorporated documents, in compliance with the UAM, all instructions noted in the FDOT Special Instructions Box, and special instructions incorporated into this permit. The UAO and/or Utility Builder declares, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8, the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work. Date Notified: Name of other facility owners (attach additional sheets if necessary). Utility Agency/Owner MATTHEW HAMMOND (digital signature) 4/28/2021 Signature: Date: Name (printed): MATTHEW HAM M O N D Title: Utility Builder (when applicable) Signature: Name (printed): Title: FDOT PROJECT INFORMATION Date: Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits: There are NO FDOT constructions (proposed or underway) . This work is NOT related to an approved utility work Schedule. FDOT SPECIAL INSTRUCTIONS In accordance with UAM Section 2.7, FDOT incorporates the below and attached special instructions into this permit. SEE ATTACHMENT 'A' Additional FDOT Special Instructions are attached and incorporated into this permit. Yes M No PERMIT APPROVAL By signature below, FDOT gives permission to the UAO and /or Utility Builder to construct, operate, and maintain the utilities indicated in this Utility Permit in compliance with the UAM, all incorporated documents, and special instructions. Any changes to the approved work must be approved by the FDOT's Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11. Approving Engineer: Brett Drouin (digital signature) Date: 5/ 17/2 021 Name: Brett Drouin Title: MAINTENANCE MANAGER/PERMITS Notification of Utility Work to be provided to: Telephone (561) 370-1134 ext. or Email: brett.drouin@dot.state.fLus An FDOT Representative is required to be present on the worksite prior to commencement of work. Yes 52 No ❑ Rep. Name: Shawn Dolan Telephone 2027341736 Email: sdolan@lc),ais�.-crger.com 2021 -H-496-00217 Brett Drouin 5/17/2021 Rule 14-46.001 F.A.C. Florida Department of Transportation December 14, 2016 Page 3of3 UTILITY PERMIT PERMIT NO: 2021-H-496-00217 CERTIFICATION I, the undersigned UAO and/or Utility Builder, hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents, and special instructions. Pursuant to UAM Section 2.11, all changes have been approved by the FDOT's Approving Engineer and incorporated into this permit along with all other material certifications, test results, bore logs, approved plans changes, as -built plans or other required documentation. I also CERTIFY that work began on and was completed on and that the area was left in as good or better condition than when the work began. Utility Agency/Owner Utility Builder (when applicable) Signature: Date Signature: Date Name (printed): Name (printed): Title: Title: FINAL INSPECTION OF WORK ❑ The work was inspected and found to be in non-compliance as noted below: ❑ All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder. However, this final inspection does not release the UAO and/or Utility Builder of their continuing responsibilities pursuant to Rule 14-46.001, the UAM, all incorporated documents, and special instructions. FDOT Inspector: Date: Name: Title: Approved 2021 -H-496-00217 Brett Drouin 5/17/2021 PERMIT NO.: 2021-H-496-00217 The complete Work Description could not fit in the space allotted on Page 1 of the Utility Permit so it is displayed below. Work Description Relocation of the Village's reject disposal outfall due to conflicts with the proposed replacement of the US-1 bridge by the FDOT. The Village is proposing to temporarily relocate the main from the northeast corner of the bridge to the northwest corner of the bridge. The work will be completed prior to the commencement of FDOT's construction activities in 2021. The proposed temporary relocation shall be a 12" HDPE main. In addition, as discussed in correspondence from 5/4/21, the FDOT consultant for the US-1 bridge project has requested an additional utility conflict be resolved by the Village. 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LIS U El I cJ\ NO I-L 3 --� 1 D I­I-j -1 fjv A 2 PE FORCE MAIN TOWN OF JUPITER\ a tiA PIN 4E Purl o4 ;11!qDij 4nnq;iAk jq ljoLl-, .-)Ul Puce UJOH—i,,'PUIA Aq uorjD-jdppjj puc, u-nijDzuo-qjno u�41jpm 'In,,-)Ll-,!.AA jljownoop sjql 4,9 9 LIS u r--'l ]\ NO LLn-los - I � J N i lD 11 -J\ 0 V u C151 Kimley)))Horn McBraUDrouin—PamnitaManager Pa|mBaaohOperatione—F|ohdoDeportmaniofTnanaportaion 7800Fores Hill Blvd. West Palm Beach, FL33413 RE: Permit Modification Request for Permit No. 2O21'H-496-Q0217—Village of?equeebsReject Main Relocation Proejot Dear Mr. Drouin' Due to the US-1Bridge Reconstruction Project (428400-0-52-01)design, the Village of Tequesta (VOT) was approached by the bridge design consultant on relocating a portion of their existing infrastructure to accommodate the proposed bridge improvements. On April 27, 2021, the Village signed their Florida Department of Transportation (FDOT) utility permit which was accepted for review on May 4, 2021. The current permit describes the relocation ofthe existing 12^VDTreverse osmosis concentrate disposal main (reject main) outfall from its current location on the northeast side of the bridge to the northwest side of the bridge. Following submittal of this permit app|iosUon. VOT was notified of on additional conflict between the proposal bridge design and the existing infrastructure located at the driveway of the Jupiter Cove Condominiums along US-1. While in a separate location (approximately 700 LF north of the outfaU re|ocaiion), the existing infrastructure to be relocated is the same 12'^ VDT reject mein. We are hoping to modify the above permit requested to include this additional work. If there are any questions or concerns that require further discussion, please don't hesitate to reach out atyour earliest convenience ai or(5O1)28O'O955. Sincerely, Samantha CimineUoGraybU.P.E. Project Engineer Enclosed: Jupiter Cove Sheets (5no/2o21) Copies: Thomas CJensen, P.E.—/0m/e/-Hom Matthew Hammond, PE — Village of7equesta File Approved 2091."dQR.00217 . Uin SE CTIO_N, 55.5 DTRECTIONAL BORE 5:550-1 Description. 555-1.1 Scope of Work: The work specified in this Section documents the approved construcdon methods, proceduxes and materials. for Directional Boring also c0raMOWY called Horizontal Directional Drjuing (HDD). 555-1 a 2 General: ,MD is a treachiess method for inst g a product that serves as a conduit for liquids, gasses, or as a duct for -pipe, cable, Or Wire line products. It is a Multi -stage Process cOnsisting of site, preparation and restoration, equipment setup, and drilling a pilofbore along a predet the dxilled space. When necessary, ermmed path and then pul1mg the product. back through enlaxgpment of the pilot bore hole may be' necessary to accomModate a product larg'er than the pilot bore hole size. This process.is referred to as back reaming and is done at the same e the pmduct is being pullied back. through the pilot borehole. Accomplish a * exit of the bore by ptopeT- onentafion of the drill bit head ass. it is being pushed into the ground by a hydraulic jack, Detormint o fientation and- tracldug"Of the drill bit by an above ground o detection device e which p'(;ks up a radio V11q I signal generated froin a tmn-s-Urr"I located within the drill bit head. Then M electro *c4ily translate the i860 Signal into *depth and ah anent. In order to e friction and prevent collapse of the bore hole, i n-troduce a soil stabilizing agent anr� ar bore mace from the ling (drilling fluid) into the end of the drill bit. The rotation of the bit in the soff wetted by the drilivag fluid creates a slurry. The slung acts to stabilizoothi surrounding soil and preveiat collapse of the bore hole as well as provides lubrication. Select or desiga" fluids for the site specific*.&W and grouad water or •'1116%er conditions. CO e free flowing (acaping) 4=. Y - ALA-I&ARS fluids at the groUnd surface during pull back or driltng. Accomplish this by creatirig sump areas or vacuum oPeMtiOns to prevent damage or- Av"wo, ous c6aditions* in surrounding 11A areas. Remove all dual res*-slurry from the surface and restore the site to preconstru6tion conditions, 555-6 Documentation Requirements,, 555-6* 1 Borm" 9 Path Report: Furnish a Bore Path Report to the Engineer within seven days of the completion of 'each bore path. Include the f011owing, in the report: 4. (a) Location of project and financial project number including the Permit Number when assigned (b) Name of person collecting data, including title, position and company name (c) Investigation site location (Contract plans station number or reference to a permanent structure witbin the project right-of-way) {d) Identification of the detection method used (e) Elevations and offset diinension,s as required in 5 5 5 -4. 2 555--6,2 As -Built Plans-, Provide the Engm*eer a complete set of As -Built Plans 4 sh<)wm'8 all bores (successful and failed) within 30 calendar days of completing the work pproved Erlsure that the plans are dimensionally correct copies of the Contrxt plans and include, A rOadway plan and profile, cross-section, boring location and subsurface conditions;4S #2 1 - H -496-002 7 Brett Drouin U/ I I 1z.Uz. I directed by the Engineer. The plans must show appropriate elevations and be referenced to a Department Bench Mark when associated with -a Department project, otherwise to a USGS grid system and damia, or a specific locadon on top of an existing Department head wall. Plans must be same scale in black ink on wbite papa, of the same size and weight as the Contract plans. Submittal of electronic plow data in liett of hard copy plans is preferred and may be approved by the weer if compatible with the Department software. Specific,plans contact' requirements include but may not be limiW to the following: P I (a) The Contract plan view shows the center live location of each facility • WzW14 or d aiad placed out of set Ace.., to an accuracy of I inch at the ends and other poiAts: physically oblaved in acaords= with the bore path report. (b) Apt directed by the ewprovi& either. a, profile plan for bore a . ear -1-tMM an or a P or a croe"ecdon of the OULU roadway at a specified by the roadway. centerline profile. Show the ground or pavement surfaw crown elevation of ings"114 or installed I - . placed 0 out r of siAea, to on accimicy wifti I inch it the an& other exposed. On " A19 plain for bore * crosthe roadway skaw ftd 2- o aron on the Conant I plate -, On pia probe p for o=$ the bare .161LI:11aparall g the roadway* show die the profile plan for the bon path is not made on & copy of one. of the Coaftet profile or erdassaWon use a 10 to I V&dw w8aula __ _A bain& -1 4 dam RA W 14 u4n& an U_ IIIIIIIII mpi"A01M Of dw Ua-wn ,in. &N-co-w-d-mm with the dew location pedawdon, and he pr,►oduct t is Mall- in plies ad then out of sbow the WW bom pith idolig with the final bore path ou thap1m. N6U the Wed ban path u "Failed 806 Path - I Takm Out. of 6wvIW, AJso show tho mW of to Udft Owaff, lo.oation axed of the drill any drill stun not moved twbmp V A.1 Wn 2*10 &1des(d) Show go top We of &U udli a 01 -CNJ-a physically oboaved&AW thin subsoil invisipVor all other obuobs an during I a subsoil inywdOuldon or'dw huftUadod, sbow the typo of eria horizontal and vardW locadon, top acid lowest elevation obaerv4 and note if the obstubdon continues below the 'lowest point obsuvoL (a) hmiude bore notes on each plan the Snal bore path product di = a two, drilliang fluid composition, composition of any other materials used to fill the annular void between the bors'path and the product or facility placed out of service. Note if die product is wearing as well as the: siw and type of carrier pipe placed within the casing as part of the Contract work. # . I Approved 2021-H-496-00' 7 Brett Drouin 5/17/2021 UTILITY WORK PERMITS 0 (a) DOCUMENTS REQUIRED PRIOR TO A PRE -CON MEETING, "UPLOAD INTO OSP - Pdf Format; I d ile combine All please > All Contractor's j Sub Contractor's Licenses > All Contractor's j Sub Contractor's Local Business Tax Receipt > Contractor's Work Site Safety Supervisor's Advanced MOT Certificate - with his/her email -address and a 24L7 conlact nu ber t ached to the certfffsiam (b} DOCUMENTS REQUIRED PRIOR TO FINAL INSPECTION:r "UPLOAD INTO OSP - Pdf Format; I DO combined fqLall 4qq, the As Built & Certification Letter please submit these two docs separately. (*As_App.1icable to Your Permit ----------------------- -- ..................... ➢ Permit Final Inspection Certification Letter > Request for Final Inspection Letter > Directional Bore Logs > Density Reports > As Built Plans (wiPlan &- Section -Views for ALL Bpr- > Producers Certification for Concrete CL I NS 2500 psi (sidewalk, curb & gutter, ditch pavement & traffic separator) > Asphalt Tickets *Include SP & FC types/thickness used on Excavation Restoration and Milled & Resurfaced area. ***OSP WES URL: https:JLosp.fdot.gov*** *NOTE. As mandated by our Legal Department; All Contractors, Sub Contractors working within or adjacent to the Department's Right of Way must furnish their License & Local Business Tax Receipt and their MOT Cert un-les-s.MOT is- beingdone y t e Prime Contr r. If you have any further concerns, please do not hesitate to contact us at your earliest convenience. Brett T. Drouin - Permits Manager Approved 2021-H-496-00217 Brett Drouin 5/17/2021 SPECIAL PRO VISIONS ICONDI TIO S FOR U7r'IL I T Y PER1Y1I TS, INCL UVING DIREC TIONAL ANO JA Cif & BORES A TTACHMENT '"A" Perm ittee's representative & an FDOT Inspector must be on site during all boring activities. Upon completion of the boring activities, Permittee shall provide all documentation to be in accordance with FDOT Standard Specifications, Section 555 or 556, whichever is applicable. All maintenance of traffic (MOT) will be in accordance with the Department's current edition of the Standard Plans (102-600) series). The Operations Engineer or his designee reserves the right to direct the removal/relocation/ Modification of any traffic device(s) at the Permittee's sole expense. Restricted hours of operation will be from 9:00 am to 3:30 pm, (Monday thru Friday), Unless otherwise approved by the Operations Engineer, or designee. PERMITTEE: PLEASE NOTE: Permittee's contractors that are performing directional drilling and/or ,jack and bore activities shall provide the Department (Permits Office) proof of a proper state contractor's license prior to any commencement of permitted work. All HDP.E conduit used for traffic signals or ottier electrically powered or operated traffic control devices, .shall use a Standard Diinensron Ratiu of I (SDR 1.1). Note: A staff member of the Permittee/UAO shall attend all required FDOT field meetings and/or inspections. Permittee shall coordinate all work with Louis Berger a@ 1-888-238-6215, Extension 701 or email: US1-A1A-Permits louisberger.com Coordination will include a Pre - construction meeting, SEE ATTACHMENT B Permittee will provide the necessary A. densities oh i ac%vi dal ice `,P , vecitivii 25-8 of the Standard Specifications for Road & Bridge Construction, latest edition) ) prior to final acceptance by the Department. In addition to other conditions, Permittee wl:: coordinate all permitted work with Mr. Charlie Manganaro, Utility Coordinator, Palm Bch operations @a 561-370.1167 or email: Charlie.manganaro@dot.state.fl.us Permit#ee will provide the Department with certified "'As -Built'" plans prior to final acceptance of the permitted work. All references made to .1abai1dopted in place" shall actually mean 'deactivated in place"!'placed out of service. Approved 2021 -H-496-00217 Brett Drouin 5/17/2021 SPECIAL PROVISIONS/CONDITIONS UTILITY PERMITS ATTACHMENT "8" PURSUANT TO THE UAM, SECTION 23(l), PERMITTEE SHALL EXPEDITOUSLY COMPLETE THE PERMITTED WORK, RESTORE THE RIGHT OF WAY AND OBTAIN FINAL ACCEPTANCE OF SAID WORK (PER UAM 2,11) FROM THE DEPARTMENT WITHIN SIX (6) MONTHS OF THE ISSUANCE DATE, UNLESS OTHERWISE APPROVED BY THE LOCAL OPERATIONS ENGINEER, OR DESIGNEE. FAILURE TO OBTAIN FINAL ACCEPTANCE WILL RESULT IN NON- COMPLIANCE AND VOIDING OF SAID PERMIT. FURTHERMORE, THE UTILITY FACILITY SHALL BE BROUGHT INTO COMPLIANCE OR REMOVED FROM THE RIGHT OF WAY (ROW) AT THE PERMI EE'S SOLE EXPENSE (EXCEPT FOR REIMBURSEMENT RIGHTS, AS APPLICABLE) PERMITTEE, SHALL PROVIDE A UTILITY WORK SCHEDULE (UWS) AND COORDINATE WITH CONTRACTOR PRIOR TO START OF WORK WITHIN A CONSTRUCTION ZONE. 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