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Item 05 Approval to Award ITB #22-001 Ocoee Wellness Park
Meeting Date: December 7, 2021 Item #: Reviewed By: Contact Name: Joyce Tolbert/Shannon Hopper Department Director: Rebe b Contact Number: 1516/1524 City Manager: Rob Subject: Award of ITB 22-001 Ocoee Wellness Park Background Summary: The City of Ocoee, Florida (City) solicited bids from qualified contractors for furnishing, delivering, and installing all materials, equipment, incidentals, and services, including all labor for the work to construct the Ocoee Wellness Park designed by GAI Consultants. The Ocoee Wellness Park is located in the city's Community Redevelopment Area on South Bluford Avenue. The construction of the project consists generally of site preparation, concrete walkways, asphalt paving, wood boardwalk, electrical, site furnishings, landscaping, and irrigation. The bid was publicly advertised on October 17, 2021 and opened on November 16, 2021. A total of three (3) bids were received and are available in the Finance Department for review. The CRA Department, Architect GAI, and Finance Department reviewed the bids received and all were considered responsive. Staff recommends awarding the bid to S.A. Casey Construction, Inc. as the most responsive and responsible bidder for the low bid of $2,749,382.33, per the attached recommendation from Deputy Development Services Director/CRA Administrator, Ginger Corless. The following table is a listing of the bids received: Bidder Total Bid 1. S.A. Casey Construction, Inc. $2,749,382.33 2. Oelrich Construction $3,175,031.00 3. Prime Construction Group $3,681,050.00 Issue: Should the City Commission award the bid for the construction of the Ocoee Wellness Park to S.A. Casey Construction, Inc.? Recommendations: Staff recommends the City Commission award solicitation ITB #22-001 Ocoee Wellness Park and authorize the Mayor, City Clerk, and Staff to execute the required contract documents once the required insurance is received. Staff also recommends the City Manager be authorized to approve change orders to this contract up to the limit of his purchasing authority for each change order, and up to the budgeted amount for this project for all change orders. Attachments: 1. Award Recommendation from Deputy Development Services Director/CRA Administrator 2. Bid Tabulation 3. S.A. Casey Construction's Bid 4. Addendum 1, 2, 3 5. ITB #22-001 6. Plan Sheets Financial Impact: The budget for this project is $3,049,382.33, which is adequately funded in the CRA. The CRA will receive reimbursement from the West Orange Healthcare District in the amount of $2,250,000 for this project. Type of Item: (please mark with an 'x') ❑ Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading Consent Agenda ❑ Ordinance Second Reading ❑ Public Hearing ❑ Resolution ❑ Regular Agenda 0 Commission Approval ❑ Discussion & Direction ❑ Original Document/Contract Attached for Execution by City Clerk 0 Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept, l-iLookr c2 CA -- Reviewed by IN ocoee florid° MEMORANDUM TO: Shannon Hopper Purchasing Agent THROUGH: Craig Shadrix Assistant City Manager FROM: Ginger Corless, AICP, CPRP Deputy Development Services Director/CRA Administrator DATE: December 7, 2021 RE: ITB #22-001 Ocoee Wellness Park Wellness Park is a project identified in the CRA's capital plan and budget. Per the CRA's Bylaws, Article 5.3 Purchasing Procedures, the CRA uses the same contracting procedures as the City. The new park was designed by one of the City's continuing professional service contracts, GAI, Community Solutions Group, placed out to bid on October 17, 2021, and opened on November 16, 2021. Three bids were received, and all three exceeded the engineers/landscape architect of record's (GAI) estimate of probable construction costs and the budget. It is noted construction costs have been increasing over the past few months due to supply chain and production issues. In evaluating the bids, staff and GAl reviewed each bid line-item and reviewed the project experience submitted by the bidders, including calling references provided by the unofficial low bidder, S.A. Casey Construction.The following presents the bids. Bidders and Overall Project Costs Bidders Bid Price w1Add Alternate SA Casey Construction $2,749,382.33 Oelrich Construction $3,175,031.00 Prime Construction Group $3,681,050.00 City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 •www.ocoee.org ITB #22-001 Ocoee Wellness Park December 7, 2021 Page j 2 Budget The original budget for this project was $2,300,000.The CRA will be reimbursed $2,250,000 from the West Orange Healthcare District.The CRA's cash balance that moved forward to FY 2021-2022 is$1,284,228.17 over what was estimated due to several projects,this one included, being delayed in encumbering funds prior to September 30, 2021. Therefore, the CRA has adequate funds to cover the increased construction cost over budgeted amount. On December 7th, the CRA will be requested to reallocate funds to bring the budget to $3,049,382.33. This will cover SA Casey Construction's construction bid and additional $300,000 to cover the cost of any unforeseen issue. Construction Time Table Once the Commission approves the recommendation of award, construction should commence in early Spring of 2022.The project should be complete and fully operational within one-year. Staff Recommendation Staff recommends that the City Commission award the contract for 1TB #22-001, Ocoee Wellness Park to S.A. Casey Construction. City of Ocoee • 150 N Lakeshore Drive = Ocoee, Florida 34761 Phone: (407) 905-3100 •www.ocoee.org w -. -. 9 9 9 - 1 .2 a 1 cl! q ;� . .1 4 9 4 R 9 . 4 9 . R �R R 8 - N9 - - &; . n R =t R :t R czt R :t c! R R 0 cl c� . . . IQ �t q ll� IQ oNi -�t (I cl o ONM 8 �R (3 5 1 1 1 r 6 2 1 1 2 i 8 0 2 0 M .6 0 —to I < c3 cl -i 6 6 qtp cR 0 cc! ci g 6 6 6 6 o > x IQ c� c6 . . . 6 . 6 . 6 . 6 . 6 6 6 o (P . . . p.w� Ili ID cl! . . . . . 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LL U) 0 o 0 0 0 65 CL cz 0 TO m+ E 0 0 c m < 0 0 U) 6 aj 'm w U) c w c w c w c o c oE wE wE c wE 2i U) E E E E w Q EL w I OL aJ 0 E 2 a 0 0 clUi 0 w w w w w w 0 co cc M n 0 LL m b in C) CO Q n 1 I I 0 0 w 0 0 0 ol 6� .0 0 0 > 0 U) 0 0 0) L� W, x w x w W- w m e w m 0 m im-, I C-L- (o > -z-, M, 1 0, I < I mo 0 .::i I �E B . vi z w o W w U) z < Ca w W (1) -6 0 O L(L (aj < 0 CL O LU 0 o o z U) m . m E SECTION 00300 REVISED BID FORM 02 SUBMITTED: j j �p // 1 1 (Date) PROJECT IDENTIFICATION: CITY OF OCOEE BID ITB #22-001 Ocoee Wellness Park NAME OF BIDDER: .� . A. BUSINESS ADDRESS: 2 I CITY, STATE, ZIP: Or l 8 PHONE NO.: 401 IM ` ? CONTRACTOR'S FEDERAL I.D. NUMBER 1 — 2 I I ACONTRACTOR'S FLORIDA LICENSE NO.: 6 M2 I o — THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to perform and furnish all Work, as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid Form and in accordance with the other terms and conditions of the Contract Documents. Bidder accepts all of the terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of Bid Bond. This Bid will remain open for ninety (90) calendar days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Amendment to the Agreement with the Bonds and other documents required by the Bidding Requirements within ten (10) days after the date of Owner's Notice of Intent to Award. In submitting this Bid, Bidder makes all representations required by the Instructions to Bidders and the Agreement and further warrants and represents that: Bidder has examined copies of all the Bidding Documents and of the following Addenda: -li 1 ZO21 No. i Dated I ; No. Dated: No. 2 Dated � 4`) No. Dated: No. Dated 2.09 No. Dated: No. Dated No. Dated: 00300-1 ITB #22-001 Ocoee Wellness Park (Receipt of all which is hereby acknowledged) and also copies of the Invitation for Bids and the Instructions to Bidders. b. Bidder has familiarized itself with the nature and extent of the Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing the Work. C. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface of subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions, as provided in paragraph 4.02.1 of the Standard General Conditions of the Construction Contract. Bidder accepts the determination set forth in paragraph SC-4.02 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of the Standard General Conditions of the Construction Contract. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. d. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. Bidder understands the full extent and scope of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted. f. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and date with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents 00300-2 ITB #22-001 Ocoee Wellness Park are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a farce or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. Per Section 00100 Article 8, Instructions to Bidders, Bidder hereby agrees, if his/her bid is successful, to commence Work under this contract on or before the date specified in the Notice to Proceed; which upon the Successful Bidder's request, the commencement date of the Notice to Proceed shall be a date no later than up to forty-five (45) calendar days after the Notice of Award. The Bidder further agrees, if his/her bid is successful, to fully complete all work per the price and terms and conditions of the contract within the Contract Time specified in the Scope of Work Agreement (Section 00500). Bidder further accepts the provisions of the Scope of Work Agreement as to liquidated damages and agrees to pay as liquidated damages the amount stated in the Scope of Work Agreement (Section 00500), for each consecutive calendar day completion of the Work is delayed. Completion Schedule: 1) The Work shall be substantially complete within the Contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 2) The Work shall be finally complete within the contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be complete, in place, and ready for operation in the manner contemplated by the Contract Documents. Bidder submits the TOTAL BID OR TOTAL BASE BID to perform all the Work, as required by the Drawings and Specifications. The following documents are made a condition of this Bid: a. Bidding Documents and shall include the following: 1. Bid Forms (entire Section 00300, 00301, 00301a, 00302, and 00303) 2. Bid Bond (Surety Bond or Cashier's Check), (Section 00410) 3. Non -collusion Affidavit (Section 00480) 4. Conflict of Interest Disclosure Form (Section 00480a) 5. Certification of Non -segregated Facilities (Section 00481) 00300-3 ITB #22-001 Ocoee Wellness Park Sworn Statement on Public Entity Crimes (Section 00482) Certification of Nondiscriminatory Labor Practices (Section 00483) Certification Regarding Scrutinized Companies' Lists (Section 00484) (Remainder of page intentionally left blank) 00300-4 ITS #22-001 Ocoee Wellness Park V) Of 0 o u �s Q� R " , a 4- 0 v. Gl!) 69 09 C7, U "� A vfjR %� , 0 X m oo!) 69 Qq ros 69 69 69 rA oq 1.9 1110 69 elq 64 EA Q!) 69 Els 69 oq 66 Eq_ � vi vi tw) 0 'A W 9 — — — — — ,:� 00 " kr) m m \�D eV d 0 ej -4 O O cn ^ C/) (D bf cn En a 0 cli o 4 bf 2 ID 0 V) bf oc bc 4Cd . 0 bC r� bP, 0 U of U 0 0 0 Cj CL 0 a C.) C13 C/) 1-4 0 w w 0 tn — — — — — — — 00 — (7\ — C) x u Ep 07- 0 cl TK � Z3 �' C°� .� � t °�` ' cam- j� '� r4 r 60) 6's I G") rn Go) 6e �e oq "o Gq 1"q r� 6a "1 09 r10 Os cq 09 1se � 6R sn os 01) Iq slq rfl ba os IQIO cli cn w w w w w Ln Vn Ln 00 (,-) t-- In 00 41 4) CL 03 bC 4� m 4�r. u C) w Cl) C/) "0 X' 'Ti ll� S4 75 m C/) br r CIS -- :z — :� —=S — — ::s — :3 al m co v Cd bf o CQ 0 m , oo Q) C/) M u 0 1 00 O� cli 'n (") d kn m I'D m 1 (,I) .0 (") I M- ea ts t Rs 7- oN C4 73 CJ 6n 69 V) 69 V) VI Go!) V) Con rA V) (A (A 60 on e,n V) Cq 164) ('q I 61c) 169 0 -0 u sz) Z I.J6 ;__� t6 V-�; (F) 0e) 00 6114 �:n r.5 rA coo Ell!) uo Go,) Ell� r�� Elo 69 En 610 4-4 Cd m Ln (n \,D 00 tn C:) \,O Ln m 000 Q C) 0 ci C) CIO C/i C:) C) cd aj 0 V., o Cd U 0 zs U (1) Cj QL -cl 0 w (D C-q U, U cod- U + C� = .— Cd co 4) 4�Al as Ot 0 cl (D (D M m = P� 8, rL� m o m J1 w Z o z (r) — 0 tC r — in m r :r r r in In Ll Iml O� oz o' 6 V)01) CIO (0) uo F.s Gn 66 V[� �+ ' ® ¢r 10-0 Z rl r cfi ss ss ss ss ss s9 c c W W W U to -j cn cn rr}} 4-4 oo on d = c d M O 00 N C N 5PQ O °4 v O O U Aa � Cdcq N CVj ' y Cd VI p 0 Ub O cad W d cd O c etl I-1 Q I x w 7. The Bidder acknowledges that the City specifically reserves the right to accept and make an award to a Bidder that has not submitted the lowest Bid when, in Owner's sole and absolute discretion, it determines that action to be in its best interest. The terms used in this Invitation to Bid, which are defined in the Standard General Conditions of the Construction Contract and included as part of the Contract Documents, have the meanings assigned to them in the Standard General Conditions of the Construction Contract. The work shall be performed under a Florida Underground Utility or General Contractor license. Contract shall not be awarded unless proof of valid license(s) is provided. 9. It is understood that where quantities for unit price work have been presented on the Bid Form, they are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis, described in the measurement and payment clauses in the specifications contained herein. 10. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and equipment named in the Contract Documents, in accordance with Article 10 of the Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the Total Bid reflects the equipment and material supplied by one of the manufacturers/suppliers listed in the City's Approved Materials List. If the Bidder desires to propose an alternate manufacturer/supplier, he may write in the name of such alternate in the substitution list included within this Bid Form, but he must, nevertheless, also choose an approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or material items by the Bidder's chosen approved manufacturer/supplier. If the Bidder fails to indicate which listed manufacturer/supplier he intends to use if an alternate is rejected, he must use the manufacturer/supplier chosen by the City. Also, if the Bidder chosen more than one approved manufacturer/supplier, he must use the first manufacturer/supplier written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this Bid Form (unless an alternate is approved). 11. SUBSTITUTIONS AND "OR EQUAL" The undersigned as Bidder agrees that substitutions, or "equal," items will not be considered until after the effective date of the Agreement and will be evaluated in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. In addition to the reimbursement required under the Standard General Conditions of the Construction Contract, the Contractor shall also reimburse the Owner for any engineering costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as, additional field trips for the Engineer, additional redesign costs, additional review costs, etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the 00300-9 ITB #22-001 Ocoee Wellness Park acceptance of proposed alternates, such as; increased electrical requirements, larger building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If Bidder intends to propose substitutions or "equal" items after the effective date of the Agreement, it is agreed that these items must be listed on the Substitution List included within this Bid Form, with a deductive amount representing 50 percent of the total savings between the named Base Bid/Alternative Bid item and the proposed item. "Base Bid/Alternative Bid" item substitutions providing to the Owner equipment or material cost savings of less than $1,000 will not be considered. The undersigned, as Bidder, also agrees that if a substitution or "equal" item is not listed on the Substitution List included with the Bid, all of the savings between the named item and the proposed item will go to the Owner, if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. The Owner may request, and the undersigned Bidder shall supply, complete information on proposed substitutions. Such information shall be the manufacturer's current published or preprinted information for the specific substitution. 12. As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its sole discretion reserves the right to waive technicalities or irregularities, to reject any or all Bids, and/or to accept that Bid which is in the best interest of the City. The award of this Bid, if made, may be based on considerations other than total cost, and may be awarded based on various considerations, including but not limited to: Bidder experience and whether the Bid, in the judgment of the City, is the most responsive to the City's needs. Remainder of page intentionally left blank) 00300-10 ITB #22-001 Ocoee Wethiess Park SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spec Section Alternative Manufacturer/Supplier (List One Only) Deductible Amount* (Indicate Whether Lump Sum or Unit Price) IVIA Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per Substitution Item shall be $1,000) (Bidder may make additional copies of this page as required.) 00300-11 ITB 1/22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP X (SEAL) X (Individual's Signature) X (Individual's Name) doing business as Business Address: Phone No.: Florida License No.: X A PARTNERSHIP X (SEAL) X (Partnership Name) X (General Partner's Signature) X (General Partner's Name) Business address: X Phone No.: Florida License No.: X 00300-12 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION S.A. CASEY CONSTRUCTION, INC. (Corporation Name) FLORIDA (State of Incorporation) y' IAN CASEY (Name of person authorized to sign) CORPORATESECRETARY (Authorize Sigr!turo)— (Corporate Seal) Attest �---'- (Secretary) Business address: 621 WILKS AVENUE ORLANDO`FL 32809 Phone No.: 4072406775 Corporation President: SHAWN CASEY Florida License No.: CGC042180 00300-13 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE X By X (Name) (Address) By X (Name) (Address) Business Address: X Phone No.: X Florida License No.: X (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: X 00300-14 ITB #22-001 Ocoee Wellness Park 13. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: FLORIDA SURETY BONDS, INC. Surety's Address: 620 N. WYMORE ROAD, SUITE 200, MAITLAND FL 32751 14. Name and address of Surety's resident agent for service of process in Florida: TERASA DUR14AM - FL LICENSED RESIDENT AGENT 620 N. WYMORE ROAD, SUITE 200, MAITLAND FL 32751 003 00-15 ITB 922-001 Ocoee Wellness Park CORPORATE AUTHORITY TO EXECUTE DOCUMENTS Y CERTIFY that a n eetinF of the B and of Directors of �( C'�1, �c�� t 7 vz:�„� / � , 71AC a corporation under (Contractor's Corpdrate Name) ' the laws of the State of r- � , held on the �t �� day of l�)h��f�, �c 20 the following resolution was duly pps,sedand adopted "RESOLVED, that / of individual) (typed name of ind ideal) as C- �'r,-)cr,j�e Sic i�z �sigfiat_ure l -�y of the corporation, is hereby authorized to execute and all docu�nts required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE ITB #22-001 Ocoee Wellness Park between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." I FURTHER CERTIFY that said resolution is now in full force and effect. IN WITNESS WHEREO , Ij ave hereunto set my hand and affixed the official seal of the corporation this l day of���/� ��� �` , 20- j. (CO P R TE SEAL) ( r a l l V? STATE OF CITY OF / The foregoing instrument was acknowledged before me this (, 1- day of ll�L{�1��'''ti���<'��; 20 )_ i (name of officer or a ent, title off fficer or a,�gent), by means of physical presence or ❑ online notarizat'on, o� �� . �/t (°�9 ��'��S'�-��ne.i �w (name of corporation acknowledging), a -i d c (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and A ld/di d not take an oath. r (Not y Public) 0My Comm sion Expires: E00 Notary Wu�� Stag at Floridp END OF SECTION 6 a Jonathan Milanes �Y C i ' GG 230747 C:Vi, 11/13l2022 00300-16 ITB #22-001 Ocoee Wellness Park SECTION 00301 QUESTIONNAIRE Bidder shall fill out questionnaire forin ivith all information pertinent to his/her company. DATE: 11/16/2021 PROJECT IDENTIFICATION: City of Ocoee ITB #22-001 Ocoee Wellness Park NAME OF BIDDER: S.A. CASEY CONSTRUCTION, INC. BUSINESS ADDRESS: 621 WILKS AVENUE ORLANDO FL 32809 TELEPHONE NO.: 4072406775 EMAIL seasey@sacaseyconstruction.com CONTRACTOR'S FLORIDA LICENSE NO. CGC042180 The undersigned warrants the truth and accuracy of all statements and answers herein contained. Include additional sheets if necessary. How many years has your organization been in business as a General Contractor? 15 years 2. Describe and give the date and owner of the last project that you have completed similar in type, size, and nature as the one proposed? "Dillard Plaza @ 50" -SR50 & Dillard Rd Winter Garden FL - $1,152,400.04 total contract New construction of commercial building with sitework/hardscape. Completed - 11/16/2018 Owner- Intram Investments - Kelly Froelich - kfroelich@intram.com - 407-701-5205 or 407-354-2200 3. Have you ever failed to complete work awarded to you? If so, where and why? NO 4. Name three (3) municipalities for which you have performed similar work and contact person: James Peters -james.peters@cityoforlando.net -407-246-2248 CITY OF OR-LANDO - or 321-231-1756 ORANGE COUNTY - Jack Davis-jack.davis@ocfl.net - 407-836-0033 or 407-748-3779 CITY OF CLERMONT - Steven Wiley- swiley@elerniontfl.org - 352-394-3500 - Joe McMahon w/ Public Works - 352-267-2398 00301-1 ITB 822-001 Ocoee Wellness Park 5. Have you personally inspected the site of the proposed Work? Describe any anticipated problems with the site and your proposed solutions? Yes, we inspected the site and don't anticipate any problems. 6. Will you Subcontract any part of this Work? If so, describe which portions and the percentage of the project: We will subcontract approximately 90% of the work including the sitework, marine construction, concrete, electrical, shade structures, exercise equipment and retaining walls. 7. What equipment do you plan on using to complete the Work? Backhoe, Loader, Grader, Bobcat, Generators, Lull machine. 8. State the true and exact, correct, and complete name under which you do business. Bidder is: S.A. CASEY CONSTRUCTION, INC. 00301-2 ITB #22-001 Ocoee Wellness Park SECTION 00301-A SUBCONTRACTOR & SUPPLIER LIST /(Clllcck Will your firmbe doing all the Work with your own forces? Yes No yes only if no subcontracting opportunities exist. If you will be doing portions of the Work with your own forces, list these areas and approximate dollar amount allocated for this Work, List suppliers). List all proposed subcontractors and suppliers to be used to include company names, contractor license number, contact, addresses, phone numbers, type of work subcontracted (trade/commodity), and dollar amount of work. Provide all information requested. Use additional sheets if necessary. Submit Update Subcontractor/Supplier List with each progress payment requested. Submit Final Subcontractor/Supplier List with Final Payment Request. COMPANY NAME, CONTACT ADDRESS, PHONE NUMBER 5 6 WORK{ TO BE PERFORMED (TRADE) OR COMMODITY TO BE SUPPLIED END OF SECTION 00301-A-1 ITB 922-001 Ocoee Wellness Park ESTIMATED DOLLAR AMOUNT SECTION 00302 COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA) Bidder hereby acknowledges that all costs for complying with the Florida Trench Safety Act are included in the various items of the bid and in the Lump Sum Total Bid Price shown in Section 00300 - Bid Form, "Schedule of Bid Items". For informational purposes only, the bidder is required to further identify these costs in the summary below. Trench Safety Measure (Descei tion) Unit of Measure (LF, SY) Unit (Quantity) Unit Cost Extended Cost WA &,,,i F B $ $ C $ $ D $ $ TOTAL $ BIDDER: S.A. CASEY SIGNED: BY: IAN CASEY or type name TITLE: CORPORATE SECRETARY DATE: 11 / 16/2021 THIS IS NOT A PAY ITEM: The purpose of this form is to gather information on the costs associated with trench safety treasures and to ensure that the Bidder has considered these costs and included them in the Lump Sun Total Bid price. Contractor will not receive additional payment if actual quantities differ from those estimated or if the Contractor uses a safety measure different than those listed. (Failure to Complete This Form May Result in the Bid Being Declared Non -Responsive.) END OF SECTION 00302-1 ITB 422-001 Ocoee wellness Park SECTION 00303 DRUG -FREE WORKPLACE CERTIFICATION IDENTICAL TIE BIDS: Preference shall be given to businesses with drug -free workplace programs. Whenever two or more bids which are equal with respect to price, quantity, and service are received by the State or by any political subdivision for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug -free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none of the tied vendors have a drug -free workplace program (Florida Statutes Section 287.037). In order to have a drug -free workplace program, a business shall: Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, and available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or pleas of guilty or noto contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program is such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug -free workplace through implementation of this section. 00303-1 ITB #22-001 Ocoee Wellness Park As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. S,A. CASEY CONST - l N, INC. Bidder: ._,. - Signed: By: IAN CASEY Print or Type Name) Title: CORPORATE SECRETARY Date: l 1/16/2021 END OF SECTION 00303-2 ITB 022-001 Ocoee wellness Park Executed In 1 Counterpart(s) SECTION 00410 Bidder shall provide the City with a Bid Bond in the amount of five percent (5%) of the contract bid. KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, S.A. Casey Construction, Inc. ------------------ _--------- ____® , as Principal, and Merchants National Bonding, Inc. ------- _---------------- _--- as Surety, are hereby held and firmly bound unto the Ci y Ocoee, Florida, as Ow er, the enaI sum of, (5 percent of t , e C tract B' ) $ I G t1 On (whtt4n amount in dollars and cents) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed this 16'h day of November , 2021. The Condition of the above obligation is such that whereas the Principal has submitted to the City of Ocoee, Florida a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the Project: "ITB #22-001 Ocoee Wellness Park". 0[filmtl ffi. Ici10aa] 0 1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Bidder any damages, costs, or expenses, including attorney's fees, incurred by Owner that are proximately caused by such default. In no event shall Bidder's and Surety's obligation hereunder exceed the penal sum set forth on the face of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents. 00410-1 ITB #22-001 Ocoee wellness Park This obligation shall be null and void if: 3.1 Owner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents, or 3.2 All bids are rejected by Owner, or 3.3 Owner fails to issue a Notice of Intent to Award to Bidder within ninety (90) days from the time and date fixed for the opening of Bids (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 by 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. Surety waives notice of and any and all defenses based on or arising out of any time extension to issue notice of award agreed to in writing by Owner and Bidder, provided that the total time for issuing notice of award including extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety's written consent. 6. No suit or action shall be commenced under this bond prior to 30 calendar days after the notice of default required in paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid Due Date, 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by United States Registered or Certified Mail, return receipt requested, postage pre -paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond, a current and effective Power of Attorney evidencing the authority of the officer, agent or representative who executed this Bond on behalf of Surety to execute, seal and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable provision of any applicable statute, then the provision 00410-2 ITB #22-001 Ocoee 1Vellness Park of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "bid" as used herein includes a bid, offer, or proposal as applicable. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto aff►xed and these presents to be signed by their proper officers, the day and year first set forth above. BIDDER: Strike out (X) non -applicable signature blocks and complete applicable block. All signatures must have their names printed or type below their signature. Alb - If Bidder is SOLE PROPRIETORSHIP, complete this signature block. Ida (1) (Individu nature) (W. (2) (Individual's Signature) (Witness) doing business as (SEAL) (Busine ress) lone No.) (Florida License No.) 00410-3 ITB #22-001 Ocoee Wellness Park If Bidder is PARTNERSHIP, complete this signature block. (1) (Part Name) (Wit[ (2) (Witness) (SEAL) (General Partner's Signature) (General Partner's Name) (Bus' ddress) e hone No.) (Florida License No.) 00410-4 ITB #22-001 Ocoee Wellness Park If Bidder is CORPORATION complete this si nature-E c - S.A. Casey Construction, Inc. (I) (Corporation Name) r (Witness) FLORIDA (2) Sta e of Incorporation) (Vit ess) 1" By: (Name of Person Auth rized to Sign - See Note 1) re. (SEAL) (Title) (Authorizeignature) (Corporation President) 621 Wilks Ave., Orlando, FL 32809 (Business Address) 407-240-6775 C a C, 0 q e?' i f ) (Telephone No.) (Florida License No.) 00410-5 ITB #22-001 Ocoee Wellness Park SURETY Merchants National Bonding, Inc. (Surety Business Name) Witness: (If agency is not a Corporation) (1) N/A Iowa (Principal Place of Business) (2) N/A (Surety Agent's Signature - See Note 2) Lisa A. Roseland* (Surety Agent's Name) Attorney -In -Fact & FL Licensed Resident Agent" (Surety Agent's Title) `Florida Surety Bonds, Inc. (Business Name of Local Agent for Surety) 620 N. Wymore Rd., #200, Maitland, FL 32751 (Business Address) 407-786-7770 N/A (Telephone No.) (Bond No.) (Witness) (Witness) Attest: (If gency is a Corpo • i , i) (Corporate Secretary Signature) Susan L. Reich (Corporate Secretary Name) (Corporate Seal) (1) Complete and attach "Corporate Authority to Execute Documents" if executed by any corporate employee other than president or vice-president. (2) Complete and attach a certified copy of "Power -of -Attorney" prepared by Surety appointing individual "Attorney -in -Fact" for execution of Bid Bond on behalf of Surety and corresponding notarized "Attorney -in -Fact". (3) Above addresses are to be used for giving required notice. (4) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. (5) Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. 00410-6 ITB #22-001 Ocoee Welluess Park ATTORNEY -IN -FACT AFFIDAVIT STATE OR COMMONWEALTH OF FLORIDA ) COUNTY OR CITY OF ORANGE Before me, a Notary Public, by means of N physical presence or ❑ online notarization Lisa A. Roseland known to me, and known to be the Attorney -in -Fact of Merchants National Bonding, Inc. , a Iowa Corporation, which (Surety Company) (State) executed the attached bond as surety, who deposed and said that his signature and the corporate seal of said Merchants National Bonding, Inc. were affixed by order and authority of said Company's Board of Directors, (Surety Company) and that the execution of the attached bond is the free act and deed of Nterchants National Bonding, lne. (Surety Company) Given under my hand and seal this 16°1 day of November , 20 21, F a�aG Notary Public States of Florida Coralise Medal v� 2 , eQ My Commission Nt1 012683 Expires 06/21/2024 (Notary Public) NCoralise Medal My Commission Expires 06/21/2024 END OF SECTION 00410-7 I'm #22-001 Ocoee wellness Pat-k f R €, BONDING i R OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Cheryl A Foley; Emily J Golecki; Gloria A Richards; Jeffrey W Reich; Kim E Niv; Lisa A Roseland; Robert P OLinn; Sarah K OLinn; Sonja Amanda Floree Harris; Susan L Reich; Teresa L Durham their true and lawful Attomey(s)-in-Fact, to sign its name as surety(ies) 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. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the Slate of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 24th day of March 2021 % : °p�� Ppp' �Oq•• MERCHANTS BONDING COMPANY (MUTUAL) q>�•:2 L m 99.E MERCHANT NATIONAL BONDING, INC. CQ:� -O- ®7®p °ram-1`' -o- �: 2003 ;'ter :yf 1933 �hco By � President STATE OF IOWA •°'""""j°•°� ° ° ° ° ` ° COUNTY OF DALLAS ss, On this 24th day of March 2021 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors, tA<s POLLY MASON • ° ° ° Commission Number 750576 My Commission Expires /oWP January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., 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 and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 16th day of November 2021 `,--$a00N44 °°°p\l1G,CO,�j 2003 : moo` ° a' 1933 c; Secretary •�' POA 0018 (1/20) SECTION 00480 NON -COLLUSION AFFIDAVIT STATE OF FLORIDA ) COUNTY OF ORANGE ) IAN CASEY , being first duly swore deposes and says: He (it) is the AUTHORIZED AGENT/CORPORATE SECRETARY (Owner, Partner, Office, Representative or Agent) of S.A. CASEY CONSTRUCTION INC. the Bidder that has submitted the attached Bid; 2. He is filly informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affidavit, have in any way, colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted; or to refrains from bidding in connection with such Contract; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price in any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against (Recipient), or any person interested in the proposed Contract; 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 other of its agents, representatives, owners, employees orarti n" xr'►ite►t, anh►dmg this affidavit. .'� Title: CORPORATE SECRETARY 00480-1 I T13 922-001 Ocoee wellness Park Sworn to (or affirmed) and subscribed before me by means of L} physical presence or ❑ online notarization, this 16th day of November 20 21 by Ian Casey in the state of FL Colmty of Orange Notary Public Notary Public State of Florida ' Jonathan Milanes MY COMiaeion GG 23t3747 My Commission Expires; 11 �_ ML��--- �xpiree �vta�2o2z END OF SECTION 00480-2 ITT 922-001 Ocoee Wellness Part( fIor! da BID CONFLICT OF INTEREST DISCLOSURE FORM The award of this contract is subject to the provisions of Chapter 112, Florida Statutes. All Bidders must disclose within their Bid: the name of any City of Ocoee employee, Mayor or City Commissioner, other City Official, or City Consultants, who owns assets or capital stock, directly or indirectly, in the Bidder's firm or any of its branches, or would directly or indirectly benefit by the profits or emoluments of this Bid. (Indirect ownership or benefit applies to any members of his or her immediate family.) Bidder certifies that no member of the entity's ownership or management is presently applying for an employee position or actively seeking an elected position with the City. In the event that a conflict of interest is identified in the provision of services, Bidder agrees to immediately notify the City in writing. The purpose of this disclosure form is to give the City the information needed to identify potential conflicts of interest for the City Commission, Staff, and other key City employees and consultants involved in the award and administration of this contract. According to Chapter 112, Florida Statutes, the term "conflict of interest" "means a situation in which regard for a private interest tends to lead to disregard of a public duty or interest", and refers to situations in which financial or other personal considerations may adversely affect, or have the appearance of adversely affecting, an employee's professional judgment in exercising any City duty or responsibility in administration, management, instruction, research, or other professional activities. Please check one of the following statements and attach additional documentation if necessary: X To the best of our knowledge, the undersigned firm has no potential conflict of interest for this Bid. The undersigned firm, by attachment to this form, submits information which may be a potential conflict of interest for this Bid. Acknowledged by: S.A. CASEY CONSTRUCTION, INC. Firm Name r- Signature IAN CASEY - CORPORATE SECRETARY Name and Title (Print or Type) 11 / 16/2021 Date 00480a rrB #22-001 Ocoee Welhiess Park SECTION 00481 CERTIFICATION OF NONSEGREGATED FACILITIES The Bidder certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under this control, where segregated facilities are maintained. The Bidder certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The Bidder agrees that a breach of this certification will be a violation of the Equal Opportunity clause in any contract resulting from acceptance of this Bid. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage and dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees on the basis of race, color, religion, or national origin, because of habit, local custom, or otherwise. The Bidder agrees that (except where lie has obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. The nondiscriminatory guidelines as promulgated in Section 202, Executive Order 11246, and as amended by Executive Order 11375 and as amended, relative to Equal Opportunity for all persons and implementations of rules and regulations prescribed by the United States Secretary of Labor are incorporated herein. Note: The penalty for making false statements in offers is prescribed in 18 U.S. :4-00N Date 11/16/2021 2021. By: IAN CASEY CORPORATE SECRETARY (Title) Official Address (including Zip Code): 621 WILKS AVENUE ORLANDO FL 32809 ATTACH AND INCLUDE AS PART OF PROPOSAL FORM; FAILURE TO DO SO MAY BE CAUSE FOR DISQUALIFICATION OF YOUR BID. END OF SECTION 00481-1 ITB #22-001 Ocoee wellness Park SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. S.A. Casey Construction, Inc. 1. This sworn statement is submitted to City of Ocoee, Florida by by IAN CASEY - CORPORATE SECRETARY (Print individual's Name & Title) whose business address is 621 WILKS AVENUE ORLANDO FL 32809 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material representation. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non jury trial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means; 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 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 00482-1 ITB #22-001 Ocoee Wellness Park 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. 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. Based on information and belief, the statement I have marked below is true in relation to the entity submitting this sworn statement. (please indicate which statement applies). X Neither the entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this 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 the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding concerning the Conviction before a Hearing Officer of the State of Florida, Division of Administrative Hearings. The final order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Please 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 T AT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH P� % V � � a b- . 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 CHANGE IN THE INFORMATION_CONTAINED IN THIS FORM. (Signature Date: 11/1 00482-2 ITB #22-001 Ocoee NV'ellness Park S.A. CASEY CONSTRUCTION-IAN CASEY ON BEHALF OF SHAWN CASEY Na►ne of Bidder (Contractor) STATE OF FL COUNTY OF ORANGE Sworn to (or affirmed) and subscribed before me by means of IN physical presence or ❑ online notarization, this I6th day of November 202 I by FL County of ORANGE IAN CASEY in the state of Notary Public My Commission Expi} s : END OF SECTION OWNotary public State of Florida Jonathan Milanes fdy Corrxniseion GG 23t1747 Expitcs 11/13/2022 00482-3 111713 #22-001 Ocoee Wellness Park SECTION 00483 CERTIFICATION OF NONDISCRIMINATORY LABOR PRACTICES This certification relates to a construction contract proposed by the City of Ocoee. Equal Opportunity Employment: The Contractor shall not discriminate on the basis of race, color, national origin, gender, age, handicapped status, veteran status, and/or religion in performing the work governed by this contract. The City is an Equal Opportunity Employer (EOE) and, as such, encourages all contractors to comply with EOE regulations. Any subcontract the Contractor may enter into shall include this clause with the same degree of application being encouraged. I am the undersigned prospective construction contractor or subcontractor. I certify that: (1) I have/ X have not participated in a previous contract or subcontract subject to the Equal Opportunity Clause and (2) if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause, I have/ have not filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance Programs, or the Equal Employment Opportunity Commission all reports due under the applicable filing requirements. I understand that, if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause and have failed to file all reports due under the applicable filing requirements, I am not eligible, and will not be eligible, to have my bid or offer considered, or to enter into the proposed contract or subcontract, unless and until I make an arrangement regarding such reports that is satisfactory to the office where the reports are required to be filed. I agree that I will obtain identical certifications from prospective lower -tier sub -contractors when I receive bids or offers or initiate negotiations for any lower -tier construction subcontracts with a price exceeding $10,000. I also agree that I will retain such certifipatiolr iwiny files, Date 11/16/2021 , 20 ?( . By: (Signature of Authorized' Official) S.A. CASEY CONSTRUCTION, INC. - 1. (Name of Prospective Construction Contractor or Subcontractor) 621 WILKS AVENUE ORLANDO FL 32809 (Address of Prospective Construction Contractor or Subcontractor) 4072406775 22-3921381 (Telephone Number) (Employer Identification Number) END OF SECTION 00483-1 I1'13 #22-001 Ocoee wellness Park Certification Regarding Scrutinized Companies' Lists The Respondent certifies that the company is not participating in a boycott of Israel. The Respondent certifies that the Respondent is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Companies with Activities in Sudan List, not on the Scrutinized Companies with activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. In the event that the Respondent is unable to provide such certification but still seeks to be considered for award of this solicitation, the Respondent shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall fi►rnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. The Respondent agrees to cooperate fully with the City in any investigation undertaken by the City to determine whether the claimed exception would be applicable. The City shall have the right to terminate any contract resulting from this solicitation for default if the Respondent is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the han Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. Name of Bidder; S.A. CA W CO TRU TION,INW. - IAN CASEY By: t--- -5 (Authorized Signature) Title: CORPORATE ~SECRETARY Date; 11/16/2021 00484 ITII #22-001 Ocoee lvellness Park Form (Rev. Depart Interne m rn o. 0 a c U `o C N a o U tli a to W Request for 'Taxpayer )ctober2018) Identification Number and Certification Give Form to the requester. Do not menl of the Treasury I Revenue Service ® Go to www.irs.gov/FormW9 for instructions and the latest information. send to the IRS. i Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. S.A. CASEY CONSTRUCTION, INC. 2 Business name/disregarded entity name, If different from above 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the following seven boxes, 4 Exemptions (codes apply only to certain entities, not Individuals; see ❑ Individual/sole proprietor or � C Corporation ❑ S Corporation ❑ Partnership ❑ TrusUestate Instructions on page 3): single -member LLC Exempt payee code (if any) ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnershlp) Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check LLC if the LLC Is classified as a single -member LLC that Is disregarded from the owner unless the owner of the LLC is Exemption from FATCA reporting another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that code (if any) Is disregarded from the owner should check the appropriate box for the tax classification of its owner. ❑ Other (see Instructlons) 6 (Apples to accounts mstntai ed outside the U.S.) 5 Address (number, street, and apt, or sulte no.) See Instructions. Requester's name and address (optional) 621 WILKS AVENUE 6 City, state, and ZIP code ORLANDO FL 32809 7 List account numbers) here (optional) Taxpayer Identification Number IN ) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, fora resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other Social security number m _ [� entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later, or Note; If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter, Employer identification number F—im� M©o©oi©MM"M Under penalties of perjury, I certify that: 1, The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be Issued to me); and 2. 1 am not subject to backup withholding because: (a) I ant exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification Instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all Interest and ivid�nds on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured oddrty, gncellat(on of de�contributions to an individual retirement arrangement (IRA), and generally, payments ocher than interest and dividends, you 7� o req red to lgn the c fication, but you must provide your correct TIN, See the instructions for Part 11, later. "'U" Signature of Here U.S, person ® Date ® JANUARY 6TH, 2021 General Instructions Section references are to the Internal Revenue de unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.Irs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of Information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form W-9 (Rev. 10-2018) lztu3ty Johnflon T"MM-1, Rohe)J. la rank C f 10 1 i d u No v c n -11) (.,, f 4, 2021 ADDENDUM NO, ONE (J) CITV OF MOVE IT R H22-00J 0("'OEE WELLNESS PARK C'mynn i PwiollerB Lany Briw,iort, Sr, Di,,Axief I f?.osernary Wiltier), Dit4trict 2 Richard 1,`ir4ner, District 3 G'eorlye Oliver 111, Dibtriet, 4 Tbis addeDdlIff) SI-1,111 modify and become as part of the original IT13 doomocutts for the, ocoue Wellness Park. This addcarlum consists ofoighteen (18) pages including allachi-nonis, Bidders shall ack-trowledge feceipt of this arldmoluin in the: space pcovidod on ilre Bid Foirm. Faiftu-e to do so.tnay wbjecf the Biddor to disqualification, Tho bid date wu);,)dns the smne, -`zImportant Note- RItXIS111) 1111) FORM ATTA(JITD"`* In accordance vvith the information contahted within this addeuduna, the Bid Form has been revised. Bidders must use the attached revised Bid Form, our bid will he dis Halified for failgre to use the revised Bid Form. Ql. What isthe mficipated start (late for this project? Al., The City' desires for this project to Commence At the heghming, of 2022. A wore accurate start date can be determined once the project has been awarded anti all contract documejots are fidly execmted. Q2. Item No. if Stabilized Boat Accoss - Are your lookinp , to use soil stabilization vriaterial like GEOWEB or is this for a fixed boat laurAch/dock? A2. Stabilized turf detail is shown (in sheet C-191 , detod 6. Q3, Bid Form Lim Item 7 Fatthwolk -- Unit oi'NMCaSui'o is Acro. Thr,i( is not the way eard-twork is priced. Is his a typo? A3. Carthwork unit of weasure should he CY. See the attached Revised Bid Form 101. Q4, Bid hem 14 f'DOTDrop curb— Unit of Mca�,,m,o isSquare Yard.1hat is not the way Drop Curb is priced. fis This a typo'? A4t Drop curly unit of weasure should be UU-Seethe attached Re-Oned Did Form 01. Q5. Is the exercise equipmein stuface mouni? A5. I'Nercke equipment WHI be in -ground raonrited. Q6. Are the shade structures surface mount? A6. Shade structures will he it inou"Wd, Q7. There is no caliper specs Cor the stwidard or inulti trunk Crape Myrtle's. 100gal can be a wide range of caliper. )AIliat caliper do the standard and multi truitt, Crape. Myrtles need to be? A7. Natchez Standard 3.5"-4" Cal, Muskogee Sta"&artl V-4.5" Cal, Muskogee Multi Trunk ,599-6",, Q8. Boardwalk section 5/11S.05 shows I" x 12"Trex Fascia on one side of the boardwalk but not the other. Will the Trex Fascia be on both sides of the boa.),d-walk 60y its entire length? A8. Yes, the fascia shall be on both sides of the boardwalk. Q9. Pile in detail 5/11S.05 is stated as 12" dia. butt pile driven to refusal. Pile in detail 6/IJS.OS is stated as 8" dia. butt pile driven to relAisal. Please clarify which rricasuren-iont is correct or if they both are cotrect. Please give directions on where each type is located and how many. A9. All Piles to he 12" butt pile, Q 10. Detail l/f 18.05 Shade Sail Stmeture Flevation. Shows it allachinp, to'fimbergua:rd Piles by means of turn buckle and diamond pad eye connection at the shade stmeturte area. There is no detail showing what the Shade Sails will attach to at the, exercise stations and how. Please clarify. A10. See A6above, QJJ. I'l-te Cit)� determined achaoge of eqiripment is necessary for Bid licin 37. All. Bid Ittak 37 Gametime Thrive 250 shall be replaced with the Kompan Combi 2 Pro FSWI 02. See attached Revised Hid Forna 01. There is no change to the Plans for this item. Q 12. For Add Alternate 41, Item I and 2, please clarify the amount of square feet, Al2. The quantities for the Bid Items identified for Add Alternate I Boardwalk are incorrect, The two halves of the boardwalk (the one at grade and the one over water) are the same size. The correct quantities for the; plaza boardwalk are as follows and are included on the attached Revised Rid Form 01. ® Boardwalk Plaza: 790 S.F. 0 Boardwalk t --iradc, (4) Plaza: 790 S,F. 01 Shannon Hopper ce: Ginger Corlers, Dcpuly Developrnmit Services Director & RA Administrator Attachments: Revisod Bid Form Addendurn#1 ITB 22-001 Ocoee Wellness NA Page 2 SUBMITTED: (Date) PROJECT IDENTIFICATION NAME OF BIDDER: BUSINESS ADDRESS: CITY, STATE, ZIP: SECTION 00300 CITY OF OCOEE BID ITB H22-001 Ocoee Wellness Park CONTRACTOR'S FEDERAL I.D. NUMBER CONTRACTOR'S FLORIDA LICENSE NO.: PHONE NO.: THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to perform and furnish all Work, as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid Form and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of Bid Bond. This Bid will remain open for ninety (90) calendar days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Amendment to the Agreement with the Bonds and other documents required by the Bidding Requirements within ten (10) days after the date of Owner's Notice of Intent to Award. In submitting this Bid, Bidder makes all representations required by the Instructions to Bidders and the Agreement and further warrants and represents that: a. Bidder has examined copies of all the Bidding Documents and of the following Addenda: No. Dated No. Dated No. Dated No. Dated No. Dated: No. Dated: No. Dated: No. Dated: 00300-I ITB #22-001 Ocoee Wellness Park (Receipt of all which is hereby acknowledged) and also copies of the Invitation for Bids and the Instructions to Bidders. Bidder has familiarized itself with the nature and extent of the Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing the Work. c. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface of subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions, as provided in paragraph 4.02.1 of the Standard General Conditions of the Construction Contract. Bidder accepts the determination set forth in paragraph SC-4.02 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of the Standard General Conditions of the Construction Contract. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. d. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests. studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. Bidder understands the full extent and scope of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and date with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents 00300-2 ITB #22-001 Ocoee Wellness Park are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a farce or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. Per Section 00100 Article 8, Instructions to Bidders, Bidder hereby agrees, if his/her bid is successful, to commence Work under this contract on or before the date specified in the Notice to Proceed; which upon the Successful Bidder's request, the commencement date of the Notice to Proceed shall be a date no later than up to forty-five (45) calendar days after the Notice of ANvard. The Bidder f irther agrees, if his/her bid is successful, to fully complete all work per the price and terms and conditions of the contract within the Contract Time specified in the Scope of Work Agreement (Section 00500). Bidder further accepts the provisions of the Scope of Work Agreement as to liquidated damages and agrees to pay as liquidated damages the amount stated in the Scope of Work Agreement (Section 00500), for each consecutive calendar day completion of the Work is delayed. Completion Schedule: 1) The Work shall be substantially complete within the Contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 2) The Work shall be finally complete within the contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be complete, in place, and ready for operatio❑ in the manner contemplated by the Contract Documents. Bidder submits the TOTAL BID OR TOTAL BASE BID to perform all the Work, as required by the Drawings and Specifications. The following documents are made a condition of this Bid: Bidding Documents and shall include the following: 1. Bid Forms (entire Section 00300, 00301, 00301 a, 00302, and 00303) 2. Bid Bond (Surety Bond or Cashier's Check), (Section 00410) 3. Non -collusion Affidavit (Section 00480) 4. Conflict of Interest Disclosure Form (Section 00480a) 5. Certification of Non -segregated Facilities (Section 00481) 00300-3 ITB 922-001 Ocoee Wellness Park 6. Sworn Statement on Public Entity Crimes (Section 00482) 7. Certification of Nondiscriminatory Labor Practices (Section 00483) 8. Certification Regarding Scrutinized Companies' Lists (Section 00484) (Remainder of page intentionally left blank) 00300-4 ITB 922-001 Ocoee Wellness Park REVISED Bill FORM 01 (Page t of 4) FFB 822-001 Ocoee Wellness Park Item Unit Cost Total Cost No. Description Quantity Unit On Numbers) (in Numbers) 1 Mobilization & Demobilization 1 L.S. $ $ 2 General Conditions 1 L.S. $ $ 3 Maintenance of Traffic 1 L.S. $ $ 4 ConshRuction Survey La soul 1 L.S. $ 5 Demolition (clear vegetation & dispose offsite) 1 L.S. $ 6 Silt Fence/ Erosion Control 2,665 L.F. $ $ 7 Earthwork (import/place structural till) 586 C.Y. $ $ 8 Stabilized Boat Access 3 EA $ $ 9 Electrical Service (complete) 1 L.S. $ $ 10 Water Service (complete) I L.S. $ $ 11 Site Drainage (com Mete) 1 L.S. $ $ 12 Concrete Sidewalk 3,581 S.Y. $ $ 13 FDOT Type F Curb 1,340 L.F. $ $ 14 MOT Drop Curb 102 L.F. $ $ 15 Curb Ramp and Detectable Warning 9 EA $ $ 16 12" Compacted Subgrade 4.297 S.Y. $ $ 17 Pavement Striping (Accessible Space) 2 EA $ $ 18 Pavement Striping 1,472 L.F. $ $ 19 Relocate Signs 3 EA $ $ 20 Segmented Retaining Wall (n), Exercise Stations 266 L.F. $ $ 21 Cable Railing cr, Exercise Stations 240 L.F. $ $ 22 Safety Surface «, Exercise Stations 278 S.Y. $ $ Continued nest pa_ge Company Name: By: 00300-5 ITB 922-001 Ocoee Wellness Park REVISED BID FORM 01 (Page 2 of 4) ITB 922-001 Ocoee Wellness Park Item No. Descri otion Quantity Unit Unit Cost ('in Numbers) Total Cost in Numbers) 23 16'x40' Shade Sail (it) Exercise Stations 2 EA $ $ 24 WOO'Shade Sail (c Exercise Stations 2 EA $ $ 25 Segmented Retaining Wall u, Plaza 115 L.F. $ $ 26 Cable Railing a, Plaza 255 L.F. $ $ 27 Concrete Pavers a, Plaza 297 S.F. $ $ 28 Boardwalk 3,472 S.F. $ $ 29 Boardwalk Cable Railing 645 L.F. $ $ 30 Segmented Retaining Wall at West End of Boardwalk 80 L.F. $ $ 31 28'x 28' Shade Sail a, Boardwalk I EA $ $ 32 Segmented Retaining Wall a, Seating Area 98 L.F. $ $ 33 Cable Railing , a, Seating Area 90 L.F. $ $ 34 Gateway Wall 31 L.F. $ $ 35 Gateway Sin 1 L.S. $ $ 36 Exercise E ui anent A - City Bike 2 EA $ $ 37 Exercise Equipment B - Kom pan Combi 2 Pro FSW 102 1 EA $ $ 38 Exercise Equipment C - Cross Trailer 2 EA $ $ 39 Exercise E ui anent D - Body Flexer/Flex Wheel 1 EA $ $ 40 Exercise Equipment E - Chest Press/ROW 1 EA $ $ 41 Exercise Equipment F - Arin Bile I EA $ $ 42 Exercise E ui pment G - S uat+press+Lat Pull 1 EA $ $ 43 Exercise E ui pment H - Sus pension Trainer I EA $ $ 44 Drinking Fountain 2 EA $ $ Continued next page Company Name: By: 00300-6 ITB #22-001 Ocoee wellness Park REVISED BID FORM 01 (Page 3 of 4) ITB 922-001 Ocoee Wellness Park Item Unit Cost Total Cost No. Description Quantity Unit On Numbers) (in Numbers) 45 Backless Bench 8 EA $ 46 Trash Receptacle 3 EA $ 47 Pet Waste Station 2 EA $ $ 48 Backed Bench 5 EA $ $ 49 Floating Fountain 1 EA $ $ 50 Bike Rack 6 EA $ $ 51 Boardwalk Bench 4 EA $ $ 52 Flagpole 30' 1 EA $ $ 53 Flea pole 25' 2 EA $ $ 54 Natchez Crape Myrtle, 100 Gallon, Standard 56 EA $ $ 55 Muskogee Crape Myrtle_ 100 Gallon.. Standard 27 EA $ $ 56 Muskogee Crape Myrtle, 100 Gallon. Multi -trunk 10 EA $ $ 57 Sylvester Date Palm. 10' C.T. 16 EA $ $ 58 Live Oak, 3" Cal, 58 EA $ $ 59 Weeping Willow, 3" Cal. 20 EA $ $ 60 Foxtail Palm, 10'-16' O.A. Height 26 EA $ $ 6 1 Bald Cypress, 2 1/2" Cal. 95 EA $ $ 62 Perennial Peanut, install as sod 117 S.F. $ $ 63 Annuals, QT. Pots 131 EA $ $ 64 Blue Daze, 12" x 12" , I -Gallon 16 EA $ $ 65 L,iriope, I -Gallon 180 EA $ $ 66 Muhl Grass, 3-Gallon 351 EA $ $ Continued next page Company Name: m 00300-7 ITB #22-001 Ocoee Welloess Park REVISED BID FORM 01 (Page 4 of 4) ITB 922-001 Ocoee Wellness Park Item No. Descri otion Quantity Unit Unit Cost (in Numbers) Total Cost (in Numbers 67 Pickerelweed Bare Root 410 EA $ $ 68 Cordgrass, 3-Gallon 392 EA $ $ 69 Dtwarf.lasmine, I -Gallon 800 EA $ $ 70 Natural Shredded Mulch 220 C.Y. $ $ 71 Sod 22,000 S.F. $ $ 72 Irrigation (complete) l L.S. $ $ BASE BID SUBTOTAL S ADD ALTERNATE I 1 Boardwalk a, Plaza 790 S.F. $ $ 2 Boardwalk at Grade « Plaza 790 S.F. $ $ ADD ALTERNATE 1 SUBTOTAL S TOTAL BASE BID PLUS ADD ALTEI2NNATE I S Written Total Base Bid Plus Add Alternate 1: LEGEND: AC = Acre; AS = Assembly; CY = Cubic Yard; GM = Gross Mile; EA = Each; LF = Linear Foot; LS = Lump Sum; SY = Square Yard; TN = U.S. Ton; Cal.= Caliper; CT=Clear Trunk Notes: 1. Pay items obtained from the Florida Department of Transportation (FDOT) Basis of Estimates dated 2014. 2. Reference Specification Section 01 29 00 Measurement and Payment for a detailed list of Bid Items. 3. All areas disturbed by construction are to be restored to match existing to equal or better condition. 4. The Contractor is to verify all quantities prior to BID. 5. Bidders must bid on all Base Bid Items and Add Alternate No.1 THE BIDDER, HAVING EXAi\IINED CAREFULLY THE SPECIFICATIONS, TERMS AND CONDITIONS HEREIN, PROPOSES TO FURNISH ALL LABOR, MATERIALS, EQU1P\IENI' AND OTHER ITENIS, FACILITIES AND SERVICES, WITHOUT EXCEPTIONS FOR THE PROPER EXECUTION AND COiNIPLETION OF THE CONTRACT, AND IF AWARDED THE CONTRACT, TO COi1IPLETE THE SAID WORK WITHIN TIi1IE LIMITS AS SPECIFIED FOR THE BID PRICES ABOVE. Company Name: By: 00300-8 1T13 H22-001 Ocoee Wellness Park 7. The Bidder acknoNvledges that the City specifically reserves the right to accept and make an award to a Bidder that has not submitted the lowest Bid when, in Owner's sole and absolute discretion, it determines that action to be in its best interest. The terms used in this Invitation to Bid, which are defined in the Standard General Conditions of the Construction Contract and included as part of the Contract Documents, have the meanings assigned to them in the Standard General Conditions of the Construction Contract. S. The work shall be performed under a Florida Underground Utility or General Contractor license. Contract shall not be awarded unless proof of valid license(s) is provided. 9. It is understood that where quantities for unit price work have been presented on the Bid Form, they are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis, described in the measurement and payment clauses in the specifications contained herein. 10. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and equipment named in the Contract Documents, in accordance with Article 10 of the Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the Total Bid reflects the equipment and material supplied by one of the manufacturers/suppliers listed in the. City's Approved Materials List. If the Bidder desires to propose an alternate manufacturer/supplier, lie may write in the name of such alternate in the substitution list included within this Bid Form, but he must, nevertheless, also choose all approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or material items by the Bidder's chosen approved manufacturer/supplier. If the Bidder fails to indicate which listed manufacturer/supplier lie intends to use if an alternate is rejected, he must use the manufacturer/supplier chosen by the City. Also, if the Bidder chosen more than one approved manufacturer/supplier, lie must use the first manufacturer/supplier written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this Bid Form (unless an alternate is approved). 11. SUBSTITUTIONS AND "OR EQUAL" The undersigned as Bidder agrees that substitutions, or "equal," items will not be considered until after the effective date of the Agreement and will be evaluated in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. In addition to tiie reimbursement required under the Standard General Conditions of the Construction Contract, the Contractor shall also reimburse the Owner for any engineering costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as, additional field trips for the Engineer, additional redesign costs, additional review costs, etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the 00300-9 ITB #22-001 Ocoee wellness Park acceptance of proposed alternates, such as; increased electrical requirements, larger building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If Bidder intends to propose substitutions or "equal" items after the effective date of the Agreement, it is agreed that these items must be listed on the Substitution List included within this Bid Form, with a deductive amount representing 50 percent of the total savings between the named Base Bid/Alternative Bid item and the proposed item. "Base Bid/Alternative Bid" item substitutions providing to the Owner equipment or material cost savings of less than $1,000 will not be considered. The undersigned, as Bidder, also agrees that if a substitution or "equal" item is not listed on the Substitution List included with the Bid, all of the savings between the named item and the proposed item will go to the Owner, if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. The Owner may request, and the undersigned Bidder shall supply, complete information on proposed substitutions. Such information shall be the manufacturer's current published or preprinted information for the specific substitution. 12. As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its sole discretion reserves the right to waive technicalities or irregularities, to reject any or all Bids, and/or to accept that Bid which is in the best interest of the City. The award of this Bid, if made, may be based on considerations other than total cost, and may be awarded based on various considerations, including but not limited to: Bidder experience and whether the Bid, in the judgment of the City, is the most responsive to the City's needs. Remainder of page intentionally left blank) 00300-10 ITB #22-001 Ocoee Wellness Park SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spec Section Alternative Manufacturer/Supplier (List One Only) Deductible Amount* (Indicate Whether Lump Sum or Unit Price) Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per Substitution Item shall be $1,000) (Bidder may make additional copies of this page as required.) 00300-11 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP (SEAL) (Individual's Name) doing business as Business Address: Phone No.: Florida License No,: A PARTNERSHIP (SEAL) Business address: Phone No.: Florida License No.: (Individual's Signature) (Partnership Name) (General Partner's Signature) (General Partner's Name) 00300-12 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION (Corporate Seal) Attest Business address: Phone No.: Corporation President: Florida License No.: (Corporation Name) (State of Incorporation) (Name of person authorized to sign) (Title) (Authorized Signature) (Secretary) 00300-13 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE (Name) (Address) (Name) (Address) Business Address: Phone No.: Florida License No.: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: 00300-14 ITB #22-001 Ocoee Wellness Park 13. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: 14. Name and address of Surety's resident agent for service of process in Florida: 00300-15 ITB #22-001 Ocoee Wellness Park CORPORATE AUTHORITY TO EXECUTE DOCUMENTS I HEREBY CERTIFY that a meeting of the Board of Directors of a corporation under (Contractor's Corporate Name) the laws of the State of held on the day of 20_, the folloNving resolution was duly passed and adopted: "RESOLVED, that (signature of individual) (typed name of individual) as of the corporation, is hereby authorized to execute and all documents required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE ITB #22-001 Ocoee Vdelluess Park between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." I FURTHER CERTIFY that said resolution is now in fill force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of 20_. (CORPORATE SEAL) (Corporate Secretary) STATE OF CITY OF The foregoing instrument was acknowledged before me this by day of , 20 (name of officer or agent, title of officer or agent), by means of ❑ physical presence or ❑ online notarization, of (name of corporation acknoNvledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and did/did not take an oath. (Notary Public) My Commission Expires: END OF SECTION 00300-16 ITB 922-001 Ocoee \wellness Park Mayor Rusty Johnson City Alanager Robert Frank November 10, 2021 ADDETID11171 NO. TrO (2) CITY OF O ` OlD i,D i; I ,I. OCOEE WELLNESS PARK Commissioners Larry Brinson, Sr, District I Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 This addendum shall modify and become a part of the original ITB documents for the Ocoee Wellness Park. This addendum consists of two (2) pages. Bidders shall acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. The bid date remains the same. Answers to questions received and/or amendments to the bid documents are as follows: Q 1. Is it acceptable to jet the pilings in. If yes. To what depth? Al. Piles can be partially jetted but must be driven the final 2'. They should be driven to refusal. Q2. Page E2.02 shows a IOOA/3P/3R disconnect located at the fountain. Is this disconnect needed? A2. Yes, this is needed. Q3. Question regarding detail 5/HS.05. Trex square edge board uses traditional screws and Clam Shell does not 2" x 5.5" only I" x 6". Can you please clarify exactly what Trex product the city Nvould like with the products info to match? A3. 1" Trex square edge boards (1" x 6"), Enhance profile, installed with 'fret Hideaway Universal Hidden Fasteners, per the manufactures specification. Clam Shell color. Q4. Is the 3r`1 shade sail not needed? Is this a boardwalk over water perhaps? A4. Yes, there is a sail on the boardwalk at the seating area. Also, we have 2 large sails and 2 smaller sails over 4 different exercise stations; for a total of 5 sails. Q5. We would like to ask for your consideration of approving Shade Systems Inc. as an alternate for this project. A5. Bids should be based off the design as in the plans and specifications. Refer to the instructions for project substitutions in the following locations of the Bid Documents: 100- 6, #10.; 300-9, #10. & M.; 300-11, Substitutions List. Q6. Will the City accept an AIA bond form for this bid? A6. Yes; however, any revisions to the AIA bond form must be approved by the City. Shannon Hopper Purchasing Technician cc: Ginger Corless, Deputy Development Services Director & CRA Administrator Addendum#1 ITB 22-001 Ocoee Wellness Park Page 2 Mavor Rusts Johnson Cite Manager Robert Frank November 12, 2021 ADDENDUM OTHREE CITY OF OO €11 iil z I 1 OCOEE WELLNESS PARK Commissioners Larry Brinson, Sr, District I Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 This addendum shall modify and become a part of the original ITB documents for the Ocoee Wellness Park. This addendum consists of seventeen (17) pages including attachments. Bidders shall acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. The bid date remains the same. **Important Dote: REVISED BID FORM ATTACHEW" In accordance with the information contained within this addendum the Bid Form has been revised. Bidders must use the attached revised Bid Form; your bid will be disqualified for failure to use the revised Bid Form. Q I. Item 27 Concrete Pavers at Plaza is scheduled for 297 sf of quantity. Please review this quantity prior to bid as our measurement is around 3,500 sf. At. The quantity for Bid Form Line Item 27 Concrete Pavers has been revised to 3,538 SF. See the attached Revised Bid Form 02. Shannon Hopper Purchasing Technician cc: Ginger Corless. Deputy Development Services Director R CRA Administrator Attachments: Revised Bid Form 02 SUBMITTED: (Date) SECTION 00300 [Rayff. Dl7C�77�C�7t7hf[lya PROJECT IDENTIFICATION: CITY OF OCOEE BID ITB 922-001 Ocoee Wellness Park NAME OF BIDDER: BUSINESS ADDRESS: CITY, STATE, ZIP: CONTRACTOR'S FEDERAL I.D. NUMBER CONTRACTOR'S FLORIDA LICENSE NO.: PHONE NO.: THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Ovvner in the form included in the Contract Documents to perform and furnish all Work, as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid Form and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of Bid Bond. This Bid will remain open for ninety (90) calendar days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Amendment to the Agreement with the Bonds and other documents required by the Bidding Requirements within ten (10) days after the date of Owner's Notice of Intent to Award. 3. In submitting this Bid, Bidder makes all representations required by the Instructions to Bidders and the Agreement and further Nvarrants and represents that: a. Bidder has examined copies of all the Bidding Documents and of the folloNving Addenda: No. Dated No. Dated: No. Dated No. Dated: No. Dated No. Dated: No. Dated No. Dated: 00300-1 ITB #22-001 Ocoee Wellness Park (Receipt of all which is hereby acknowledged) and also copies of the Invitation for Bids and the Instructions to Bidders. b. Bidder has familiarized itselfwith the nature and extent of the Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing the Work. C. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface of subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions, as provided in paragraph 4.02.1 of the Standard General Conditions of the Construction Contract. Bidder accepts the determination set forth in paragraph SC-4.02 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of the Standard General Conditions of the Construction Contract. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. d. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherNvise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance Nvith the tines, price and other terms and conditions of the Contract Documents. e. Bidder understands the full extent and scope of Work to be performed by Ovvner and others at the site that relates to Work for which this Bid is submitted. f. Bidder has correlated the information knoNvn to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and date with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents 00300-2 ITB #22-001 Ocoee Wellness Park are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of an}, undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited ally other Bidder to submit a farce or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain fi-oul bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over ONvr]er. Per Section 00100 Article 8, Instructions to Bidders, Bidder hereby agrees, if his/her bid is successful, to commence Work under this contract on or before the date specified in the Notice to Proceed; which upon the Successful Bidder's request, the commencement date of the Notice to Proceed shall be a date no later than up to forty-five (45) calendar days after the Notice of Award. The Bidder further agrees, if his/her bid is successful, to full), complete all work per the price and terms and conditions of the contract within the Contract Time specified in the Scope of Work Agreement (Section 00500). Bidder further accepts the provisions of the Scope of Work Agreement as to liquidated damages and agrees to pay as liquidated damages the alllount stated in the Scope of Work Agreement (Section 00500), for each consecutive calendar day completion of the Work is delayed. Completion Schedule: 1) The Work shall be substantially complete within the Contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 2) The Work shall be finally complete within the contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be complete, in place, and ready for operation in the manner contemplated by the Contract Documents. Bidder submits the TOTAL BID OR TOTAL BASE BID to perform all the Work, as required by the Drawings and Specifications. The following documents are made a condition of this Bid: a. Bidding Documents and shall include the following: I . Bid Forms (entire Section 00300, 003 01 , 00301 a, 00302, and 00303) 2. Bid Bond (Surety Bond or Cashier's Check). (Section 00410) 3. Non -collusion Affidavit (Section 00480) 4. Conflict of Interest Disclosure Form (Section 00480a) 5. Certification of Non -segregated Facilities (Section 00481) 00300-3 ITB 422-001 Ocoee NVellness Park 6. Sworn Statement on Public Entity Crimes (Sectio❑ 00482) 7. Certification of Nondiscriminatory Labor Practices (Section 00483) 8. Certification Regarding Scrutinized Companies' Lists (Section 00484) (Remainder of page intentionally left blank) 00300-4 ITB #22-001 Ocoee NVellness Park REVISED BID FORM 02 (Page 1 of 4) ITB H22-001 Ocoee Wellness Park Item Unit Cost Total Cost No. Description Quantity Unit (in Numbers) (in Numbers I Mobilization & Demobilization 1 L.S. $ � 2 General Conditions I L.S. 3 Maintenance of Traffic 1 L.S. $ 4 Construction Survey Layout I L.S. $ $ 5 Demolition (clear vegetation & dispose offsite) I L.S. 6 Silt Fence/ Erosion Control 2,665 L.F. $ 7 Earthwork (iu) port/ dace structural fill) 586 C.Y. $ $ 8 Stabilized Boat Access 3 EA $ $ 9 Electrical Service (complete) I L.S. $ $ 10 Water Service (complete) I L.S. $ $ 11 Site Drainage (complete) 1 L.S. $ $ 12 Concrete Sidewalk 3.581 S.Y. $ $ 13 MOT Type F Curb 1,340 L.F. $ $ 14 FDOT Drop Curb 102 L.F. $ $ 15 Curb Ramp and Detectable Warning, 9 EA $ $ 16 12" Compacted Subgrade 4.297 S.Y. $ $ 17 Pavement Striping (Accessible Space) 2 EA $ $ 18 Pavement Striping 1472 L.F. $ $ 19 Relocate Signs 3 EA $ $ 20 Segmented Retaining Wall «; Exercise Stations 266 L.F. $ $ 21 Cable Railing a, Exercise Stations 240 L.F. $ $ 22 Safety Surface ((-i) Exercise Stations 278 S.Y. $ $ Continued next page Company Name: By; 00300-5 ITB #22-001 Ocoee Wellness Park REVISED 131D FORAJ 02 (Page 2 of 4) ITB #22-001 Ocoee Wellness Park Item No. Description Quantity Unit Unit Cost (in Numbers) Total Cost in Numbers) 23 16'x40' Shade Sail (4) Exercise Stations 2 EA $ $ 24 WOO' Shade Sail (ii� Exercise Stations 2 EA $ $ 25 Segmented Retaining ball u, Plaza 115 L.F. $ $ 26 Cable Railing a, Plaza 255 L.P. $ $ 27 Concrete Pavers a Plaza 3,538 S.F. $ $ 28 Boardwalk 3,472 S.F. $ $ 29 Boardwalk Cable Railing 645 L.F. $ $ 30 Segmented Retaining Wall at West End of Boardwalk 80 L.F. $ $ 31 28'.x 28' Shade Sail (hi) 1 EA $ $ 32 Segmented Retaining Wall u, Seating Area 98 L.F. $ $ 33 Cable Railing a Seating Area 90 L.F. $ $ 34 Gatewa y'Wall 31 L.F. $ $ 35 Gateway Sign 1 L.S. $ $ 36 Exercise Equipment A - City Bike 2 EA $ $ 37 Exercise Equipment B - Kom pan Combi 2 Pro FS W 102 1 EA $ $ 38 Exercise Equipment C - Cross Trailer 2 EA $ $ 39 Exercise Ec ui anent D - Body Flexer/Flex Wheel I EA $ $ 40 Exercise E ui >ment E - Chest Press/ROW l EA $ $ 41 Exercise Equipment F - Arm Bike I EA $ $ 42 Exercise E ui pment G - Sc uat+press+Lat Pull I EA $ $ 43 Exercise E ui pment H - Suspension Trainer 1 EA $ $ 44 Drinking Fountain 2 EA $ $ Continued nett rage Company Name: By: 00300-6 ITn #22-001 Ocoee Wellness Park REVISED BID FORNI 02 (Page 3 of 4) ITB H22-001 Ocoee Wellness Park Item No. Description Quantity Unit Unit Cost On Numbers) Total Cost (in Numbers) 45 Backless Bench 8 EA $ $ 46 Trash Receptacle 3 EA $ �' 47 Pet Waste Station 2 EA $ 48 Backed Bench 5 EA $ 49 Floating Fountain I EA $ $ 50 Bike Rack 6 EA $ $ 51 Boardwalk Bench 4 EA $ $ 52 Flagpole 30' 1 EA $ $ 53 Fla' -pole 25' 2 EA $ $ 54 Natchez Cra re Myrtle, 100 Gallon. Standard 56 EA $ $ 55 Muskogee Crape Myrtle. 100 Gallon.. Standard 27 EA $ $ 56 Muskogee Crape Myrtle. 100 Gallon, Multi -trunk 10 EA $ $ 57 Sylvester Date Palm, 10' C.T. 16 EA $ $ 58 Live Oak. 3" Cal. 58 EA $ $ 59 Weeping Willow. 3" Cal. 20 EA $ $ 60 Foxtail Palm, 10'-16' O.A. Height 26 EA $ $ 61 Bald C mess. 2 1/2" Cal. 95 EA $ $ 62 Perennial Peanut, install as sod 117 S.F. $ $ 63 Annuals, QT. Pots 131 EA $ $ 64 Blue Daze., 12" x 12" , 1-Gallon 16 EA $ $ 65 Lirio pe, 1-Gallon 180 EA $ $ 66 N4ulil , Grass. 3-Gallon 351 EA $ $ Continued next ra e Company Name: By: 00300-7 ITB 022-001 Ocoee Wellness Park Item No. Description REVISED BID FORM 02 (Page 4 of 4) ITB #22-001 Ocoee Wellness Park Quantit_)' Unit Unit Cost (in Numbers) Total Cost (in Numbers) 67 Pickerelweed Bare Root 410 EA $ 68 Cord-grass, 3-Gallon 392 EA $ 69 Dwarf Jasmine. l-Gallon 800 EA S 70 Natural Shredded N111.116 220 C.Y. $ 71 Sod 22.000 S.P. $ S 72 Irrigation (complete) 1 L.S. S $ BASE BID SUBTOTAL S ADD ALTERNATE I 1 Boardwalk a� Plaza 790 S.F. S $ 2 Boardwalk at Grade ct Plaza 790 S.F. $ $ ADD ALTERNATE 1 SUBTOTAL S TOTAL BASE BID PLUS ADD ALTERNATE I S Written Total Base Bid Plus Add Alternate 1: LEGEND: AC = Acre; AS = Assembly; CY = Cubic Yard; GM = Gross Mile; EA = Each; LF = Linear Foot; LS = Lump Sum; SY = Square Yarcl: TN = U.S. Ton: Cal.=Caliper; CT=Clear TIUnk Notes: 1. Pap items obtained from the Florida Department of Transportation (FDOT) Basis of Estimates dated 2014. 2. Reference Specification Section 01 29 00 Measurement and Payment for a detailed list of Bid Items. 3. All areas disturbed by construction are to be restored to match existing to equal or better condition. 4. The Contractor is to verify all quantities prior to BID. 5. Bidders must bid on all Base Bid Items and Add Alternate No.1 THE BIDDER, HAVING EXAitIINED CAREFULLY THE SPECIFICATIONS, TERMS AND CONDITIONS HEREIN, PROPOSES TO FURNISH ALL LABOR, (MATERIALS, EQUIPMENT AND OTHER ITEMS, FACILITIES AND SERVICES, WITHOUT EXCEPTIONS FOR THE PROPER EXECUTION AND COMPLETION OF THE CONTRACT, AND IF AWARDED THE CONTRACT, TO COMPLETE THE SAID WORK WITHIN TIME LINIFFS AS SPECIFIED FOR THE BID PRICES ABOVE. Company Name: By: 00300-8 ITB #22-001 Ocoee Wellness Park 7. The Bidder acknowledges that the City specifically reserves the right to accept and make an award to a Bidder that has not submitted the lowest Bid when, in Owner's sole and absolute discretion, it determines that action to be in its best interest. The terms used in this Invitation to Bid, which are defined in the Standard General Conditions of the Construction Contract and included as part of the Contract Documents, have the meanings assigned to them in the Standard General Conditions of the Construction Contract. The work shall be performed under a Florida Underground Utility or General Contractor license. Contract shall not be awarded unless proof of valid license(s) is provided. It is understood that where quantities for unit price work have been presented on the Bid Form, they are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis, described in the measurement and payment clauses in the specifications contained herein. 10. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and equipment named in the Contract Documents, in accordance with Article 10 of the Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the Total Bid reflects the equipment and material supplied by one of tile manufacturers/suppliers listed in the City's Approved Materials List. If the Bidder desires to propose an alternate manufacturer/supplier, he may write in the name of such alternate in the substitution list included within this Bid Form, but he must, nevertheless, also choose an approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or material items by the Bidder's chosen approved manufacturer/supplier. If the Bidder fails to indicate which listed manufacturer/supplier he intends to use if an alternate is rejected, he must use the manufacturer/supplier chosen by the City. Also, if the Bidder chores more than one approved manufacturer/supplier, lie must use the first manufacturer/supplier written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this Bid Form (unless a❑ alternate is approved). 11. SUBSTITUTIONS AND "OR EQUAL" The undersigned as Bidder agrees that substitutions, or "equal," items will not be considered until after the effective date of the Agreement and will be evaluated in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. In addition to the reimbursement required under the Standard General Conditions of the Construction Contract, the Contractor shall also reimburse the Owner for an}, engineering costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as, additional field trips for the Engineer, additional redesign costs, additional review costs, etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the 00300-9 ITB #22-001 Ocoee Wellness Park acceptance of proposed alternates, such as; increased electrical requirements, larger building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If Bidder intends to propose substitutions or "equal" items after the effective date of the Agreement, it is agreed that these items must be listed on the Substitution List included within this Bid Form, with a deductive amount representing 50 percent of the total savings between the named Base Bid/Alternative Bid item and the proposed item. "Base Bid/Alternative Bid" item substitutions providing to the Owner equipment or material cost savings of less than $1,000 Nvill not be considered. The undersigned, as Bidder, also agrees that if a substitution or "equal" item is not listed ou the Substitution List included vwith the Bid, all of the savings between the named item and the proposed item will go to the Owner, if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. The ONvuer may request, and the undersigned Bidder shall supply, complete information on proposed substitutions. Such information shall be the manufacturer's current published or preprinted information for the specific substitution. 12. As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its sole discretion reserves the right to waive technicalities or irregularities, to reject an), or all Bids, and/or to accept that Bid which is in the best interest of the City. The award of this Bid, if made, may be based on considerations other than total cost, and may be awarded based on various considerations, including but not limited to: Bidder experience and whether the Bid, in the judgment of the City, is the most responsive to the City's needs. Remainder of page intentionally left blank) 00300-10 ITB 422-001 Ocoee Wellness Park SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spee Section Alternative ]Manufacturer/Supplier (List One Only) Deductible Amount (Indicate Whether Lump Sum or Unit Price) Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per SubstitUli011 Item shall be $1,000) (Bidder may make additional copies of this page as required.) 00300-11 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP (SEAL) (Individual's Name) doing business as Business Address: Phone No.: Florida License No.: A PARTNERSHIP (SEAL) Business address: Phone No.: Florida License No.: (Individual's Signature) (Partnership Name) (General Partner's Signature) (General Partner's Name) 00300-12 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION (Corporate Seal) Attest Business address: Phone No.: Corporation President: Florida License No.: (Corporation Name) (State of Incorporation) (Name of person authorized to sign) (Title) (Authorized Signature) (Secretary) 00300-13 ITB 422-001 Ocoee lVellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE (Name) (Address) (Name) (Address) Business Address: Phone No.: Florida License No.: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: 00300-14 ITB 922-001 Ocoee Wellness Park 13. List the folloNving in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: 14. Name and address of Surety's resident agent for service of process in Florida: 00300-15 ITB 422-001 Ocoee Wellness Park CORPORATE AUTHORITY TO EXECUTE DOCUMENTS I HEREBY CERTIFY that a meeting of the Board of Directors of a corporation under (Contractor's Corporate Name) the laws of the State of held on the day of 20_, the following resolution was duly passed and adopted: "RESOLVED, that (signature of individual) (typed name of individual) as of the corporation, is hereby authorized to execute and all documents required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE I'TB 922-001 Ocoee Wellness Park between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." 1 FURTHER CERTIFY that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of , 20 (CORPORATE SEAL) (Corporate Secretary) STATE OF CITY OF The foregoing instrument was acknowledged before me this day of 20_ by (name of officer or agent, title of officer or agent), by means of ❑ physical presence or ❑ online notarization, of (name of corporation acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and did/did not take an oath. (Notary Public) My Commission Expires: END OF SECTION 00300-16 ITB #22-001 Ocoee Wellness Park CITY OF OCOEE ITB #22-001 Ocoee Wellness Park DIVISION 0 — BIDDING AND CONTRACT REQUIREMENTS SECTION TITLE 00010 Legal Advertisement 00020 Invitation to Bid 00100 Instructions to Bidders 00200 Information Available to Bidders 00300 Bid Form 00301 Questionnaire 00301a Subcontractor & Supplier List 00302 Compliance Nvith Florida Trench Safety Act 00303 Drug -Free Workplace Certification 00410 Bid Bond 00480 Non -Collusion Affidavit 00480a Conflict of Interest Disclosure 00481 Certification of Non -segregated Facilities 00482 Sworn Statement on Public Entity Crimes 00483 Certification of Nondiscriminatory Labor Practices 00484 Certification Regarding Scrutinized Companies' List 00500 Contract for Construction 00610 Performance Bond 00620 Statutory Payment Bond 00630 Construction Performance and Payment Bonds 00640 Waiver of Right to Claim Against the Payment Bond (Final Payment) 00650 Insurance Certificates 00710 Standard General Conditions of the Construction Contract 00840 Notice Award 00841 Notice to Proceed 00842 Change Order 00843 Certificate of Substantial Completion 00844 Non -Compliance Notice 00845, Field Order & Directive Form 00847 Request for Proposed Change 00848 Daily Construction Report 00861 Application and Certificate for Payments 00863 Contractor's Final Release of Lien 00864 Shop Drawing Submittal TOC-1 ITB #22-001 Ocoee Wellness Park 00865 Certificate of Final Inspection 00868 Contractor's Request for Information 00879 Waiver and Release of Lien Upon Final Payment 00881 Waiver and Release of Lien Upon Progress Payment 00883 Contractor's Final Affidavit 00885 Contractor's Interim Affidavit 00900 Addenda(s) DIVISION 1 — GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 2000 Preconstruction Conference 01 25 13 Project Substitutions 01 2900 Measurement for Payment 01 31 19 Project Meetings 01 32 16 Construction Schedules 01 33 00 Project Submittals 01 4950 Contractor's Use of The Premises 01 5100 Temporary Utilities 01 7700 Closeout Procedures 01 7836 Warranties and Bonds 01 7838 Project Record Documents DIVISION 2 & 3 — SPECIFIC TECHNICAL SPECIFICATIONS 02-EXISTING CONDITIONS 02 22 00 Existing Conditions Assessment 0241 13 Selective Site Demolition 03-CAST-IN-PLACE CONCRETE 03 3000 Cast -In -Place -Concrete 31-EARTHWORK 31 20 00 Earth Moving 31 23 10 Trenching, Backfilling and Compacting 32-EXTERIOR IMPROVEMENTS 32 13 13 Concrete Paving TOC-2 ITB 922-001 Ocoee Wellness Park 32 1723 Pavement Markings 32 32 23 Segmented Retaining Walls 32 33 00 Concrete Site Structures 32 34 00 Rough Carpentry 32 40 20 Pilings 32 8400 Planting Irrigation 3293 00 Landscaping 32 93 20 Sodding 33-UTILITIES 33 11 00 Water Distribution Piping 33 41 00 Storm Drainage Piping and Structures APPENDIX A SJRWMD Permit Issuance DIVISION 4 — MISCELLANEOUS FORMS FORM 00840 Notice of Aivard FORM 00841 Notice to Proceed FORM 00842a Change Order - City Commission FORM 00842b Change Order - City Manager FORM 00843 Substantial Completion FORM 00844 Non-compliance FORM 00845 Field Order & Directive FORM 00846 Schedule of Values FORM 00847 Proposed Change FORM 00848 Daily Construction Report FORM 00861 Pay App - Application for Payment FORM 00863 Final Release of Lien FORM 00864 Shop Drawings FORM 00865 Final Inspection FORM 00868 Request for Info FORM 00879 Waiver & Lien Release FORM 00881 Progress Lien Release FORM 00883 Final Affidavit FORM 00885 Interim Affidavit TOC-3 ITB 422-001 Ocoee Wellness Park SECTION 00010 LEGAL ADVERTISEMENT Invitation to Bid The City of Ocoee, Florida (the "City") is soliciting sealed bids for the following project: ITB #22-001 OCOEE WELLNESS PARK. Bids will only be accepted electronically through Mercell Source -to -Contract (f/k/a Negometrix), a free e-Procurement platform, until 2:00 pm, local time, on November 16, 2021. Bids received after that time or through any other method will not be accepted under any circumstances. Bids that have been timely received will be publicly opened, virtually online and the names of the bidders read aloud at that time; instructions will be provided at hops://www.ocoee.or/959/Public-Bid-Meetings. All questions regarding this ITB should be in writing to Shannon Hopper, Purchasing Technician, Finance Department/Purchasing shopper aocoee.org. No Pre -Bid conference is scheduled at this time. Prospective bidders may secure a copy of the documents required for submitting a bid at no charge through Mercell by accessing the City's published solicitation page at littl)s:Hapl).negonietrixcom/bu,/erg /748. Visit httl)s://www.ocoee.org/323/Purchasing for more information. Prospective bidders will be provided with all information regarding this ITB, addenda, and changes to the project requirements through the Mercell Source - to -Contract platform. Melanie Sibbitt, City Clerk, Orlando Sentinel, October 17, 2021, SECTION 00020 INVITATION TO BID ITB #22-001 OCOEE WELLNESS PARK OCOEE, FLORIDA Sealed Bids will be received by the City until 2:00 pm, local time, on November 16, 2021. The City utilizes Mercell Source -to -Contract (f/k/a Negometrix), an e-procurement platform, and is ONLY accepting electronic solicitation responses online through the City's Mercell Source -to - Contract platform, which can be accessed at https:Happ.Negometrix4.com/bu �er� /748. The platform can also be accessed by clicking on the Current Open Solicitations menu located on the City's website at https://www.ocoee.org/323/Purchasing. All Bids for this solicitation MUST be submitted electronically through the Mercell Source -to -Contract platform. Bids received in any other format will not be accepted; no paper, fax, or e-mailed submissions will be accepted. There is no charge to use the Mercell Source -to -Contract electronic bid submission platform. Registration with Mercell Source -to -Contract is free and is required prior to submitting a Bid. You will be required to register once you click the PARTICIPATE BUTTON in the solicitation file. It is suggested your company register no later than 24 hours in advance of the bid submission deadline to ensure proper registration. Should your company need assistance with registering, please contact the Mercell Service Desk by calling (724) 888-5294 or by emailing servicedesk.us a Negometrix4.com. Once your company is registered with Mercell Source -to -Contract, you will be able to securely submit your Bid for this solicitation any time before the Bid deadline. You MUST clickthe SUBMIT button once your Bid has been finalized. You will receive a date/time stamp confirmation within the Mercell platform and a confirmation by email. Bids submitted on Mercell will remain locked and inaccessible by City staff until the bid deadline. Bidders are encouraged to allow ample time to upload and submit a Bid as the system will automatically loci: Bids upon the bid deadline. A virtual public bid opening will be held on the date and time indicated above. Details on how to access the virtual bid opening will be located on the City's website once available at https•//www.ocoee.org/959/Public-Bid-Meetings. The City will receive questions regarding this solicitation only through written inquiry directed to Shannon Hopper, Purchasing Technician at shopper ac ocoee.or or through Mercell Source -to - Contract in the Question & Answer tab. The deadline for receipt of questions is November 9, 2021 at 2:00 p.m., local time. Any clarifications/changes will be only through written addenda issued by the Purchasing Technician. Prospective Bidders should not contact City staff, with the exception of the Purchasing Technician, or other City consultants for information regarding this solicitation before the award. Any contact with any other member of City Staff, City Commission, or its agents during the solicitation, award, and protest period may be grounds for disqualification. Bidders shall submit one (1) complete electronic copy, preferably in a single file, of their Bid on the Mercell Source -to -Contract platform. Bids must be received by Mercell Source -to -Contract no later than 2:00 p.m., local time, on November 16, 2021. Any attempt to submit a Bid after the Bid deadline will not be received or accepted by the City under any circumstances. Any uncertainty 00020-1 TTB #22-001 Ocoee wellness Park regarding the time a Bid package is received will be resolved against the Bidder. It shall be the sole responsibility of the Bidder to have the Bid package uploaded and submitted on the Mercell Source -to -Contract platform prior to the due date and time. File Uploads - All electronic files uploaded must be in a common format accessible by software programs the City uses. Those common formats are generally described as Microsoft Word (.doc or .doer), Microsoft Excel (.xls or .xlsx), Microsoft Power Point (.ppt or pptx), or Adobe Portable Document Format (.pdo. Bidders will not secure, password protect or lock uploaded files; the City must be able to open and view the contents of the file. Bidders will not disable or restrict the ability of the City to print the contents of an uploaded file. Scanned documents or images must be of sufficient quality, no less than 150 dpi, to allow for reading or interpreting the Nvords, drawings, images or sketches. The City may disqualify any Submittal Response that does not meet the criteria stated in this paragraph. Description of Work: ® Ocoee Wellness Park is located on South Bluford Avenue, Ocoee, Florida. All Work for the project shall be constructed in accordance with the drawings and specifications prepared for the City by Community Solutions Group/GAI Consultants, Inc. The project will be awarded and constructed, in conformance with these plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work to construct and make complete the Ocoee Wellness Park for public use. ® Work under this contract comprises furnishing the labor, material, equipment, tools, services and other incidentals required to construct and make complete for use the construction of Ocoee Wellness Park. The construction consists generally of site preparation, concrete walkways, asphalt paving, wood boardNvalk, electrical, site furnishings, landscaping, and irrigation. ® This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents. ® Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner. ® The Contractor shall perform the work complete, in place, and read),for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction. Prospective Bidders shall prepare their Bids by reviewing complete, full-size contract documents. Addenda will be posted on Mercell Source -to -Contract and transmitted to all Bidders. It is the Bidder's responsibility to verify addendums and acknowledge receipt of all addenda in the Bid submittal. 00020-2 ITB 922-001 Ocoee wellness Park Pre -Bid Conference: None scheduled at this time. Bid Bond: Bid security shall be submitted in the form of a cashier's check/certified check or company check upon an incorporated bank or trust company or a Bid Bond made payable to Owner in an amount not less than five percent (5%) of the Bidder's Bid price. A combination of any of the former is not acceptable. Cash will not be accepted as Bid Security. The Bid security shall be submitted as a guarantee that the Bidder will not withdraw for a period of ninety (90) days after Bid closing time. Bid Submittal: A single Bid package containing the Base Bid and Bid Alternate prices shall be submitted for the Work by each proposing contractor. The contract will be awarded pursuant to the requirements of applicable state and federal laws and regulations and pursuant to any applicable City of Ocoee purchasing rules and procedures and the contract documents. Bids shall be on the bid form provided in the Bidding Documents. Bidders should acknowledge receipt of all addenda in the prescribed bid form. Bids inust be signed by an authorized representative of the Bidder. Failure to comply with these conditions may be cause for Bid disqualification. By entering into this contract, the awarded Bidder is obligated to comply with the provisions of §448.095, Florida Statutes, "Employment Eligibility." This includes, but is not limited to utilization of the E-Verify System to verify the work authorization status of all newly hired employees, and requiring all subcontractors to provide an affidavit attesting that the subcontractor does not employ, contract with, or subcontract with, an alien unauthorized to work in the USA. Failure to comply will lead to termination of this contract, or if a subcontractor knowingly violates the statute, the subcontractor must be terminated immediately. CONVICTED VENDOR LIST (PUBLIC ENTITY CRIME): 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 on an award to provide any goods or services to a public entity, may not submit a Bid on an award with a public entity for the construction or repair of a public building or public work, may not submit Bids on leases of real property to a public entity, may not be awarded or perform work as a Contractor, Supplier, Subcontractor, or Consultant under an award with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in § 287.017, Florida Statutes for Category Two for a period of 36 months from the date of being placed on the convicted vendor list. See § 287.133 (2) (a), Florida Statutes. The City reserves the right to accept or reject any or all Bids, to waive formalities, technicalities or irregularities, to request clarification of information submitted in any Bid, or to re -advertise for new Bids. The City may accept any item or group of items of any Bid, unless the Bidder qualifies its Bid by specific limitations. The City may accept one or more Bids if, in the City's discretion, the City determines that it is in the City's best interest to do so. 00020-3 IT13 #22-001 Ocoee wellness Park The City reserves the right to award the contract to the Bidder which, in the City's sole discretion, is the most responsive and responsible Bidder. The City reserves the right, as an aid in determining which Bid is responsible, to require a Bidder to submit such additional evidence of Bidder's qualifications as the City may deem necessary, and may consider any evidence available to the City of the financial, technical, and other qualifications and abilities of a Bidder, including past performance (experience) with the City and others. The City Commission shall be the final authority in the selection of any and all Bids. END OF SECTION 00020-4 ITB 922-001 Ocoee Wellness Park SECTION 00100 INSTRUCTIONS TO BIDDERS ITB #22-001 OCOEE WELLNESS PARK TABLE OF CONTENTS ARTICLE DESCRIPTION 1 Defined Terms 2 Copies of Bidding Documents 3 Qualifications of Bidders 4 Examination of Contract Documents and Site 5 Availability of Lands for Work, Etc. 6 Addenda and Interpretations 7 Bid Security 8 Contract Time 9 Liquidated Damages and Indemnity 10 Substitute Material and Equipment 11 Subcontractors, Etc. 12 Bid Form 13 Submission of Bids 14 Modification and Withdrawal of Bids 15 Opening of Bids 16 Bids to Remain Open Subject to Acceptance 17 Aivard of Contract 18 Taxes 19 Organization of Drawings and Specifications 20 Required Disclosure 21 Qualifications of Surety Companies 22 Qualifications Submittals 23 Interpretation of Quantities 24 Drug -Free Workplace 25 Construction Safety 26 Special Warranty, Performance Bond, Insurance and Correction Period Requirements 27 Signing of Agreement 28 Bid Protests 29 Unit Prices Information 30 Licenses and Permits 31 Retainage 32 Stored Material Allowance(s) 00100-1 ITB #22-001 Ocoee Wellness Park SECTION 00100 ARTICLE 1 - DEFINED TERMS 1.1 Terms used in these Instructions to Bidders that are defined in Section 01001 — General Requirements have the meanings assigned to them in that Section, as supplemented. Terms defined here for general application within the Project Manual are: 1.1.1 "Apparent low Bidder" means the Bidder submittingthe lowestbid atthe bid opening without correction of numerical discrepancies, consideration of alternates, or determination of responsiveness and responsibility. 1.1.2 `Bidding documents" consist of the Project Manual and related drawings, both as may be modified by addenda. 1.1.3 "Contract Documents" are described in Section 00500, Article 8, and generally include the Scope of Work Agreement (Section 00500), performance bond (Section 00610), payment bonds (Section 00620), certificates of insurance (Section 00650), Notice of Intent to Award (Section 00840), Notice to Proceed (Section 00841), General Conditions (Section 00710), Supplemental Conditions (Section 00800), the complete Project Manual (including Section 00020 — Invitation to Bid and Section 00100 — Instructions to Bidders), drawings, any addenda issued by Owner or Engineer, Contractor's bid (Section 00300), and documentation submitted by Bidder prior to the Notice of Intent to ANvard being issued. 1.1.4 "Contractor" refers to the corporation, firm, or person who is authorized to undertake the work. 1.1.5 "Engineer" refers to the City Engineer of the City of Ocoee, or his designee, Nvho shall act as Owner's representative and serves as project engineer for all decisions and actions requiring action by `Engineer." 1.1.6 "Owner" is the City of Ocoee, Florida. 1.1.7 "Owner's representative" is the Deputy Development Services Director/CRA Administrator of the City of Ocoee or designee. 1.1.8 "Project Manual" refers to the complete document set, including `Engineering Standards Manual," issued by Owner, as may be amended, not including the drawings, and consisting of Divisions 0 through 4, inclusive. 1.1.9 "Purchasing Technician" for this project is Shannon Hopper, Finance Department/Purchasing, City of Ocoee, shopper-ocoee.org. 1.1.10 "Successful Bidder" means the Bidder to whom Owner awards or expects to award the contract. The apparent low Bidder is not necessarily the successful Bidder. 1.2 The work, as defined in Section 00500 — Scope of Work Agreement, is governed by the requirements of Section 00710 — Standard General Conditions of the Construction Contract and Section 00800 — Supplemental Conditions. 00100-2 ITB #22-001 Ocoee wellness Park ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.1 Prospective bidders may secure a copy of the documents required for submitting a bid at no charge through Mercell Source -to -Contract by accessing the City's published solicitation page at https://al)p.negometrix.coni/bu ,erti /748. Neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of an incomplete set of bidding documents. 2.2 Complete sets of bidding documents shall include 11" x 17" drawings. 2.3 Owner, in malting copies of the bidding documents available on the above terms, does so only for the purpose of obtaining bids on the wont and does not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS Each Bidder shall complete the questionnaire (Section 00301) included in the Bid Form. To demonstrate qualifications to perform the work, each Bidder must be prepared to submit, within seven (7) days of Owner's request, the additional qualifications submittals set forth in Article 22 of the Instructions to Bidders. ARTICLE 4 - EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1 It is the responsibility of each Bidder before submitting a bid to: (a) examine thoroughly the Contract Documents and other related data identified in the bidding documents; (b) visit the site to become familiar with the general and local conditions that may affect cost, progress, performance, or furnishing of the work; (c) consider federal, state, and local laws and regulations that may affect cost, progress, performance, or furnishing of the work; (d) study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and (e) promptly notify Purchasing Technician of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in or between the Contract Documents and such other related documents or conditions prior to submitting a bid. 4.2 Information and data shown or indicated in the Contract Documents with respect to existing underground facilities at or contiguous to the site are based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. 4.3 Contractor shall perform exploratory excavations for the purpose of locating underground pipelines, conduits, cables or structures in advance of the construction. 4.4 Before submitting a bid, each Bidder will be responsible for obtaining such additional or supplementary exam inations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the site or otherwise, which may affect cost, progress, performance, or furnishing of the work, or which 00100-3 ITB 922-001 Ocoee Wellness Park relate to an), aspect of the means, methods, techniques, sequences, or procedures of construction to be employed by Bidder, and safety precautions and programs incident thereto or that Bidder deems necessary to determine its bid for performing and furnishing the work in accordance with the time, price, and other terms and conditions of the Contract Documents. 4.5 Each Bidder has access to the public portions of the construction area to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a bid. Bidder must fill all holes and clean up and restore the site to its former condition upon completion of such explorations, investigations, tests, and studies. 4.7 The submission of a bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4; that without exception the bid is premised upon performing and furnishing the work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if an)/) that may be shown or indicated or expressly required by the Contract Documents; that Bidder has given Purchasing Technician written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Contract Documents and the written resolutions thereof by Purchasing Technician are acceptable to Bidder; and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the work. 4.8 The submission of the Bid shall be an indication that the Bidder has considered normal local weather conditions (daily and monthly variations) and accounted for these circumstances in the preparation of the bid and schedule Of construction. ARTICLE 5 - AVAILABILITY OF LANDS FOR WORD, LTC. 5.1 The lands upon which the work is to be performed, rights -of -way and easements for access thereto, and other lands designated for use by Contractor in performing the work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.2 Each Bidder is instructed to fully acquaint himself or herself with the status of easement acquisitions by the Owner at the time of submission of his or her bid and the possibility that additional parcels may remain to be acquired. The Contractor shall sequence and schedule the work to delay schedule impacts caused by un-acquired easements so as not to interfere with the progress of the work in other areas of the Project. The Owner shall not be liable for any damage that may occur to the Contractor for any and all delay through delay of the Owner in securing the necessary right-of-way. The Owner agrees that it shall make every effort to acquire such easements, if any, with all reasonable speed and diligence. 00100-4 ITB #22-001 Ocoee Wellness Park 6.1 Bidders shall promptly notify Purchasing Technician of any ambiguity, inconsistency, or error that they may discover upon examination of the Bidding Documents or the site before submitting a Bid. 6.2 All questions about the meaning or intent of the Bidding Documents are to be submitted through the Mercell Source -to -Contract platform in the Question & Answer tab or written inquires directed to Shannon Hopper, Purchasing Technician shopper(cDocoee.org. Bidders shall not contact other City staff, members of the City Commission, or City agents or consultants before the award date with reference to this Invitation to Bid. Any contact with other members of City staff, the City Commission, or their agents or consultants during the bid, award, and protest period may be grounds for Bidder disqualification. 6.3 Submitted questions and their replies considered relevant to other Bidders, if an),, will be published through addenda posted on Mercell Source -to -Contract no later than twenty-four (24) hours before bid time. Questions received less than seven (7) calendar days prior to the date for opening of bids may not be answered. Only questions answered by formal written addenda shall be binding. Prospective Bidders are warned that no source other than formal written addenda is authorized to give information supplementing, explaining, or interpreting the Bidding Documents. Failure of any Bidder to receive any such addendum or interpretation shall not relieve such Bidder from its terms and requirements. 6.4 Owner reserves the right to suspend, cancel, or postpone bid opening without prior notice in response to emergencies, loss of funds, and other unexpected conditions. An addendum will be published at the earliest reasonable opportunity notifying bidders of such an event and the time of any new bid opening date. ARTICLE 7 - BID SECURITY 7.1 Bid security shall be submitted in the form of a cashier's check/certified check or company check upon an incorporated bank or trust company or a Bid Bond made payable to Owner in an amount not less than five percent (5%) of the Bidder's Bid price. A combination of any of the former is not acceptable. Cash will not be accepted as Bid Security. Any bid bond submitted shall be issued by a surety company having a registered agent in the State of Florida and meeting the requirements of Article 21 of this section and Article 5 of Section 00710. 7.2 The bid security of any Bidder whorn Owner believes to have a reasonable chance of receiving the award will be retained by Owner until the City and successful bidder have executed the contract for work or until the ninety-first (91") day after the bid opening, whichever is earlier. Bid security, in the form of a cashier's check, of other Bidders will be returned approximately thirty (30) days after the bid opening. Bid security, in the form of a bid bond, will be returned upon request following the same criteria as the cashier's check. The bid security of the successful Bidder shall be retained until such Bidder has executed the 00100-5 ITB #22-001 Ocoee Wellness Park Agreement and furnished the required payment and performance bonds, whereupon the bid security shall be returned. If the successful Bidder fails to furnish the required qualifications or submittals; or fails to execute and deliver the Agreement and furnish the required bonds within ten (10) days of the Notice ofAward, Owner may rescind the Notice of Award and the bid security of that Bidder shall be forfeited. 7.3 A copy of the bid security is to be included with the bid submitted electronically on Met -cell Source -to -Contract. The original bid security is to be mailed within five (5) business days after the bid opening to: City of Ocoee, Finance Department/Purchasing, Attention: Shannon Hopper, Purchasing Technician, 150 North Lakeshore Drive, Ocoee, FL 34761. Failure to provide the original may cause your bid to be deemed non -responsive. ARTICLE 8 - CONTRACT TIME The number of consecutive calendar days within which, or the date by which, the work is to be completed (the Contract Time) is set forth in the Scope of Work Agreement (Section 00500). 9.1 Provisions for liquidated damages are set forth in the Scope of Work Agreement (Section 00500, Article 3). 9.2 The liquidated damages amount of Section 00500 has been established in accordance with the Florida Department of Transportation's Standard Specifications for Road and Bridge Construction, 2004 Edition, and supplements and revisions thereto. ARTICLE 10 - SUBSTITUTE MATERIAL AND EQUIPMENT The Work, if awarded, shall be awarded on the basis of material and equipment described in the drawings or given in the specifications with consideration of possible substitute items identified by the reference, "or equal." Whenever it is indicated in the drawings or stated in the specifications that a substitute item of material or equipment may be furnished or used by Contractor, if acceptable to Owner's representative, then application for such acceptance shall not be considered by Owner's representative until after the effective date of the Agreement. If a substitution list is provided as part of the prescribed Base Bid Form, Bidders must identify proposed substitute materials. These substitute materials and equipment shall be evaluated after the effective date of the Agreement. Only the proposed alternatives and substitution items listed on the Substitution List shall be evaluated by the Owner's representative. The cost of changes in related work and/or production of additional drawings that may be required to illustrate or define the alternate equipment and its relationship to the other parts or portions of the work shall be paid by Contractor. No change shall be made in the amount of time in which to complete the work or in the liquidated damages. If the proposed substituted material or equipment is found to be unacceptable to the Owner's representative as an "equal" item, then the base bid material or equipment named in the specification or the bid form (circled item) shall be furnished by the Contractor. 00100-6 1TB #22-001 Ocoee Wellness Park ARTICLE 11 - SUBCONTRACTORS, ETC. 11.1 Each bid must identify the names and addresses of the subcontractors listed in the bid form titled, "Subcontractor/Supplier List (Section 00301-A)." If requested by the Purchasing Technician, the Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to Owner an experience statement with pertinent information as to similar projects and other evidence of qualification for each such subcontractor, person, and organization. If Owner or its representative, after due investigation, has reasonable objection to any proposed subcontractor, other person, or organization, then Owner may, before giving the Notice of Award, request Bidder to submit an acceptable substitute without an increase in contract price or contract time. If the Bidder declines to make any such substitution, Owner may elect not to award the work to such Bidder. A Bidder's declining to make any such substitution shall not constitute grounds for sacrificing his bid security. No Bidder shall be required to employ any subcontractor, other person, or organization against whom Bidder has reasonable objection. 11.2 Procedures for approval of other subcontractors after execution of the Agreement are through written submittal to and approval by Owner's representative. 11.3 No more than thirty percent (30%) of the dollar value of the total bid amount for the work shall be performed by subcontractors, excluding supplying of material. The balance of the work must be accomplished by the Bidder's own forces. Each Bidder must complete the bid form titled, "Subcontractor/Supplier List" (Section 00301-A) listing each item of work to be subcontracted and the estimated not -to -exceed cost of these items. (Work in this respect does not include cost paid to suppliers for materials and equipment furnished for this project.) ARTICLE 12 - BID FORM 12.1 The Bid form may not be completed in pencil. All entries on the Bid form shall be legible. The City reserves the right, but does not assume the obligation, to ask a Bidder to clarify an illegible entry on the Bid form. If the Bid form requires that the Bid price, or constituent portions of the Bid price, be stated in unit prices and total price; the unit prices and the total price for the stated number of units identified on the Bid form should be provided by the Bidder and be correctly computed. If there is an arithmetical conflict, between the twit price stated by the Bidder on the Bid form and the total price stated by the Bidder on the Bid form, the unit price stated by the Bidder on the Bid form shall take precedence. The City may unilaterally correct such arithmetical conflict on the Bid form to calculate the total price, utilizing the unit prices that have been identified by the Bidder. The taking of such action by the City shall not constitute grounds for the Bidder to withdraw its bid nor shall it provide a defense constituting discharge of the bid bond. The City reserves the right, but does not assume the obligation, to waive any mistake, omission, error or other irregularity that may appear on the Bid form. However, the City reserves the right to reject as non -responsive Bid forms that are incomplete or contain information that is not required. 00100-7 ITB #22-001 Ocoee Wellness Park 12.2 Bids by corporations must be executed in the corporate name by the president or a vice- president (or other corporate officer, if accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary of the corporation. The corporate address and state of incorporation must be shown below the signature. If requested, the person signing a bid for a corporation or partnership must produce evidence satisfactory to Owner of the person's authority to bind the corporation or partnership. If the Bidder is a corporation, and if the bid is executed by someone other than the President or Vice President of the corporation, attach to the bid a certified copy of corporate resolutions of the board of directors of the corporation authorizing the person to execute the bid on behalf of the corporation. 12.3 Bids by partnerships must be executed in the partnership's name and signed by a partner, whose title must appear under the signature. The official address of the partnership must be shown below the signature. 12.4 All names and titles must be typed or printed below the signature. 12.5 The bid shall contain an acknowledgment of receipt of all addenda (the numbers of which shall be indicated on the bid form). 12.6 The Bidder's address to which communications regarding the bid are to be directed must be shown. 12.7 Evidence of authority to conduct business in the State of Florida as an out-of-state corporation shall be provided in accordance with Paragraph 12.2, above. Florida contractor's license number, if any, must also be shown. 12.8 Bids must be priced on a lump -sum basis for the base contract and include a separate price for each line item, as provided in the bid form. Some line items on the bid form are for unit prices with a bid quantity stated. The actual installed quantity may differ, with the unit price being multiplied by the actual number of units required. However, the Owner reserves the right to renegotiate the unit price whenever the installed quantity is significantly different from the bid quantity. In this context, "significantly different" is defined as being of sufficient magnitude so as to alter the price basis of the materials and/or services supplied to the Contractor, either up or down, for the line item. 12.9 The bid price shall include such amounts as the Bidder deems proper for overhead and profit on all line items. There is no additional line item on the bid form for these elements of the total price. 12.10 Bids that are incomplete or conditional, or that contain additions not called for, alterations, or irregularities of any kind, may be rejected. 12.11 Indemnification shall be incidental to the contract and no direct pay shall be made for indemnification. 00100-8 ITB H22-001 Ocoee Wellness Park 12.12 The bid price for Mobilization/Demobilization may not exceed five percent (5%) of the total bid price less this bid item. ARTICLE 13- SUBMISSION OF BIDS 13.1 The City utilizes Mercell Source -to -Contract, an e-procurement platform. The City is ONLY accepting electronic solicitation responses online through the City's Mercell Source -to - Contract platform at https:Hapi).Negoliietrix4.com/bLi)let�/748. This link can also be accessed through the City's website at littps://N,�,Nvw.ocoee.org/323/Purchasing under the Current Open Solicitations menu. All responses for this bid MUST be submitted through the Mercell Source -to -Contract platform. Submissions received in any other format will not be accepted; no paper, fax, or e-mailed submissions will be accepted. There is no charge to use the Mercell Source -to -Contract electronic bid submission platform. 13.2 Each bid must contain the forms as stated in Section 300. 13.3 More than one bid received for the same work from an individual, firm, partnership, corporation, or association under the same or different names shall not be considered. Reasonable grounds for believing that any Bidder is interested in more than one bid for the same work shall cause the rejection of all such bids in which the Bidder has an interest. If there are reasonable grounds for believing that collusion exists among the Bidders, the bids of participants in such collusion shall not be considered. ARTICLE 14 - MODIFICATION AND WITHDRAWAL OF BIDS 14.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a bid must be executed) and delivered to the place where bids are to be submitted at any time prior to the deadline for submitting bids. A request for withdrawal or a modification must be in writing and signed by a person duly authorized to do so; and, in case it is signed by a deputy or subordinate, the principal's proper written authority to such deputy or subordinate must accompany the request for withdrawal or modification. W ithdrawal ofa bid shall not prejudice the rights of a Bidder to submit a new bid prior to the bid date and time. After expiration of the period for receiving bids, no bid may be withdrawn, modified, or explained. 14.2 Within twenty-four (24) hours after bids are opened, any Bidder may withdraw its bid and the bid security shall be returned, provided that Owner is not materially prejudiced, and the Bidder files a duly signed written notice with Owner. Any such withdrawal is conditioned on Bidder demonstrating within forty-eight (48) hours to the reasonable satisfaction of Owner that: (a) there has been a material and substantial mistake in the preparation of the bid; (b) the mistake is of such great consequence that to enforce the bid would be unconscionable; and (c) the mistake occurred notwithstanding the exercise of reasonable care in the preparation of the bid. 00100-9 ITB #22-001 Ocoee Wellness Park 14.3 Following the 24-hour period during which a bid may be withdrawn as a result of one of the three causes noted above in Section 14.2, bids may not be withdrawn without being subject to the loss of bid security, regardless of the cause, including the discovery of a mistake resulting from Owner's correcting bid item prices and/or the total bid price. 15.1 Except for bids that are facially or patently non -responsive, bids shall be virtually opened publicly and read aloud at the time and place indicated in the Invitation to Bid (Section 00020). 15.2 Owner reserves the right to suspend, cancel, or postpone bid opening without prior notice in response to emergencies, loss of funds, and other unexpected conditions. An addendum will be published at the earliest reasonable opportunity notifying bidders of such an event and the time of any new bid opening date. 15.3 An abstract (tabulation) of the amounts of the bids received will be prepared by the Owner and made available to all Bidders within thirty (30) days of the bid opening. Owner reserves the right to modify the bid abstract at an), time subsequent to posting in order to reflect issues that may arise up to the time of award. ARTICLE 16 - BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE 16.1 All bids shall remain open for delivery by Owner of the Notice of Award for ninety (90) calendar days after the day of the bid opening. 16.2 Extensions of time when bids shall remain open beyond the ninety (90) day period may be made only by mutual agreement between Owner, the Bidder, and the surety, if any, for the Bidder. ARTICLE 17 - AWARD OF CONTRACT 17.1 To the extent permitted by applicable state and federal laws and regulations and Owner's purchasing rules and procedures, Owner reserves the right to reject any or all bids, including, without limitation, the right to reject any or all nonconforming, non -responsive, unbalanced, or conditional bids and to reject the bid of any Bidder if Owner believes that it would not be in the best interest of the project to make an award to that Bidder, whether because the bid is not responsive, the Bidder is unqualified or of doubtful shill or ability, the Bidder fails to meet any other pertinent standard or criteria established by Owner, or the bid is irregular. Bids may be considered irregular and subject to rejection if they show serious omission, unauthorized alterations of form, unauthorized alternate bids, incomplete or unbalanced unit prices, excessive loading of project costs on fixed -cost (lump sum) components of the work, or other irregularities of any kind. Owner also reserves the right to waive all informalities not involving price, time, or changes in the work, and to negotiate contract terms with the Bidder. (Discrepancies between the multiplication of units of work and unit prices will be 00100-10 ITB #22-001 Ocoee NVellness Park 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.) Bids may be corrected or rejected by Owner at any time prior to award. 17.2 Invited Alternate Bids, if any, that are determined by Owner, in its sole discretion, to be acceptable may be considered in determining the lowest responsive and responsible Bidder. In evaluating bids, Owner may consider the qualifications of the Bidders; and the prescribed requirements, bid alternates, unit prices, and other information, as may be requested in the Bid Form or by other means prior to the Notice of Award. 17.3 The Owner shall award the contract pursuant to applicable law. Owner specifically reserves the right to award the contract to a Bidder other than the lowest responsive Bidder when, in Owner's sole discretion, Owner determines that action to be in its best interests. Owner, in its sole discretion, reserves the right to reject any and all bids and to waive any informality concerning bids whenever such rejection or waiver is in the best interest of Owner. If all bids exceed the amount of funds estimated by Owner to be available to finance the project, Owner may reject all bids. The Owner reserves the right to rescind any award of a contract if anticipated funding for the project becomes unavailable. The ability of a Bidder to obtain a performance and payment bond shall not be regarded as the sole test of such Bidder's competency or responsibility. Nothing contained herein shall place a duty upon Owner to reject bids or award a contract based upon anything other than its sole discretion, as described herein. By submitting a bid, Bidder recognizes and accepts that Owner may reject the bid based upon the exercise of Owner's sole discretion, and Bidder waives any claim it might have for damages or other relief resulting from the rejection of its bid based on these grounds. 17.4 Owner may consider the qualifications and experience of subcontractors proposed for those portions of the work for which the identity of subcontractors must be submitted in conformance with Articles I 1 and 22 of these Instructions to Bidders (Section 00100). 17.5 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications, and ability of Bidders, proposed subcontractors, and other persons and organizations to perform the work in accordance with the Contract Documents within the prescribed time to Owner's satisfaction. Owner reserves the right to reject the bid of any Bidder that does not pass any such evaluation to Owner's satisfaction. 17.6 The responsive Bidder must complete the bid schedule for the contemplated work. Owner intends to award one (1) contract, if any award is made, to the lowest responsible and responsive Bidder. The successful Bidder shall be required to perform the work as a prime contractor. No assignment of the contract shall be allowed without the prior written permission of Owner. 17.7 If a contract is to be awarded, Owner will give the successful Bidder a Notice of Intent to Award not later than ninety (90) days after the date of the bid opening. 00100-11 ITB #22-001 Ocoee A'Vellness Park ARTICLE 18 - TAXES Contractor shall pay all applicable sales, consumer, use, and other similar taxes required by law. Contractor shall comply with all applicable federal, state, and local requirements. ARTICLE 19 - ORGANIZATION OF DRAWINGS AND SPECIFICATIONS Drawings and specifications for the work are incorporated as: 19.1 Project Manual, consisting of Division 0 - Bidding and Contract Requirements, Division 1 - General Requirements, Division 2 & 3 — Specific Technical Specifications, Appendix A, and Division 4 — Miscellaneous Forms. 19.2 Drawings, separately bound and with the title, "Ocoee Wellness Park" 19.3 Technical specifications may also be reflected or identified on the Drawings. 20.1 Any contractor submitting a bid in response to this invitation must execute form PUR. 7068, SWORN STATEMENT UNDER SECTION 287.133(3)(A), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES, including proper check(s), in the space(s) provided, and enclose it Nvith his or her bid. The required disclosure form (Section 00482) must be completed by the appropriate individual within the organization, include a notarized signature of an authorized person, and be provided with the Bid. Corrections to the form will not be allowed after the bid opening time and date. Failure to complete this form in every detail and to submit it with the bid may result in disqualification. 20.2 Owner has the sole discretion to reject any Bidder whose present or former employees, officers, directors, stockholders, partners, or oAvners are found by Owner to lack high standards of honesty, integrity, or responsibility. The discretion of Ovvner may be exercised based on the disclosure required herein, Owner's own investigation, public records, or any other reliable sources of informatioii. Owner may also reject any Bidder failing to make the disclosure required herein. By submitting a bid, Bidder recognizes and accepts that Owner may reject the bid based upon the exercise of its sole discretion and Bidder waives any claim it might have for damages or other relief resulting from the rejection of its bid based on these grounds. In order to be acceptable to Owner, a surety company issuing bid guaranty bonds, or 100 percent performance/ payment bonds, or 25 percent maintenance bonds called for in the bidding documents shall meet and comply with the following minimum standards: 21.1 Surety company shall comply Nvith the provisions of Section 255.05, Florida Statutes. 00100-12 ITB #22-001 Ocoee Wellness Park 21.2 Surety companies executing bonds must appear on the United States Treasury Department's most current list (Circular 570, as amended). 21.3 Attorneys -in -fact who sign bid bonds or performance/payment bonds must file with such bond a certified copy of their power of attorney to sign such bond. 21.4 Agents of surety companies must list their name address and telephone number on all bonds. 21.5 Surety shall have at least the following minimum ratings: CONTRACT AMOUNT to 50,000 Class IV 50,000 to 500,000 Class V 500,000 to 2,500,000 Class VI 2,500,000 and over Class VII BEST'S RATINGS B+ or better A or better A or better A or better RATINGS SCHEDULE (net worth of bonding company) Class IV 3,750,000 to 5,000,000 Class V 7,500,000 to 12,500,000 Class VI 25,000,000 to 50,000,000 Class VII 75,000,000 to 100,000,000 21.6 All bonds must be provided on the forms contained in the bidding documents. Failure to provide bonds on Owner's forms may result in the rejection of the bid and the forfeiture of the bid security. ARTICLE 22 - QUALIFICATIONS SUBMITTALS 22.1 It is the intention of Owner to award this contract to a Bidder competent to perform and complete the work in a satisfactory manner. Accordingly, Owner shall require the successful Bidder to submit prior to award of any contract: (a) evidence of Bidder's certification and license to perform the work and services; (b) experience statement; (c) a preliminary progress schedule; (d) a preliminary schedule of values; and (e) such business references as may be required to evaluate the Bidder's performance on work of a similar nature. 22.2 The experience statement shall provide data additional to that information provided in the bid form pertaining to Contractor's adequacy of plant and equipment, organization, and prior experience. Owner may specifically request certain items to be addressed in the experience statement. 22.3 The preliminary progress schedule shall consist of three copies of a diagram and a narrative prepared in accordance with the formats set forth in Paragraph 2.05 of Project Manual 00100-13 ITB 922-001 Ocoee Wellness Park Section 00710 — Standard General Conditions of the Construction Contract for an initial work schedule and written narrative. (Note that the preliminary progress schedule is only prepared in a manner consistent with the initial Nvork schedule; it does not constitute the initial work schedule, which is prepared within triventy-one (21) days following contract execution.) Activities in the diagram shall show the order in which the Bidder proposes to perform the work within the constraints and sequencing conditions set forth in the specification and shall indicate starting and completion dates for key milestones and work pertaining to each division of the specifications within each major structure or geographical area of work. Activities shall further identify significant submittals/approvals, major deliveries, testing, Owner's responsibilities, and responsibilities of affected utilities and other similarly involved third parties. The preliminary progress schedule shall not replace, but serve as a basis for, the progress schedule submittals to be developed later in conformance with the requirements of Paragraph 2.07 of Project Manual Section 00700 — General Requirements. 22.4 It is assumed that the schedule of values under which progress payments and change order negotiations will be based is the same as the bid prices. If this is not the case, the preliminary schedule of values shall consist of an itemization of the unit -price bid items listed in the bid form. It may also modify lump -sum items when the nature of the work changes to such a degree as to affect that part of the project. 22.5 The successful Bidder and its surety, if any, hereby agree that any delays within Bidder's control in the delivery of these qualifications submittals shall constitute a request by Bidder for an extension of the time during which the bid shall remain open for Owner's acceptance. Should Owner agree to such extension, Bidder shall be required to comply with this submittal requirement within five (5) additional days. At Owner's option, failure by the successful Bidder to deliver these qualifications submittals within the extended period shall void evaluation of the bid and shall constitute proof that the successful Bidder has abandoned his bid, the Bidder's bid security may be declared forfeited to Owner as liquidated damages, and the work may be awarded to another Bidder. 22.6 If, upon receipt and evaluation of the submittals, the successful Bidder does not pass the evaluations to Owner's satisfaction, Owner reserves the right to reject the bid. ARTICLE 23 - INTERPRETATION OF QUANTITIES In the case of unit -price items, the quantities of work to be done or materials to be furnished, as identified in the bid form provided in the bidding docuunents, are to be considered as approximate only and are to be used solely for the comparison of bids received. The Owner and/or its representative do not expressly, or by implication, represent that the actual quantities involved shall correspond exactly therewith; nor shall the Bidder plead misunderstanding or deception because of such estimate or quantities or of the character, location, or other conditions pertaining to the work. Payment to the Contactor shall be made only for the actual quantities of work performed or material furnished in accordance with the Drawings and other Contract Documents, and it is understood that the quantities may be increased or decreased, as provided in the General Conditions, without, in any 00100-14 ITB #22-001 Ocoee Wellness Park way, invalidating any of the unit or lump -sum prices bid, provided that the parties may negotiate changes to unit prices under the provisions of Section 12.8, above. Provide a certification on the form provided (Section 00303) indicating whether the Bidder has implemented a drug -free workplace program pursuant to the requirements of Section 287.087, Florida Statutes. Preference in the award process shall be given, according to the statutory requirements, to a business that certifies it has implemented a drug -free workplace program. ARTICLE 25 - CONSTRUCTION SAFETY 25.1 hl instances where such is applicable due to the nature of the work matter with which this bid is concerned, all materials, equipment, etc., as proposed and offered by Bidders Must meet and conform to all Occupational Safety and Health Act (OSHA) requirements. The Bidders' signature upon the bid form (Section 00300) is considered certification of conformance to such requirements. 25.2 In the event this contract requires trench excavation, the requirements of Florida Statutes 553.60, et seq., shall be adhered to by all Bidders and acknowledged on Form 00302. All costs associated with complying with these requirements shall be included in the offered price for any applicable bid item(s). ARTICLE 26 - SPECIAL WARRANTY, PERFORMANCE BOND, INSURANCE, AND CORRECTION PERIOD REQUIREMENTS Detailed requirements pertaining to warranty, performance bond, insurance, and the correction period are described elsewhere in the bidding documents. Bidders are hereby notified that, in the event of an overpayment to Contractor as a result of an error on the part of either party in the preparation and/or processing of change orders, invoices, or other documents affecting the cost of the work, Contractor will refund any such overpaid amount within ten (10) calendar days of notification by Owner via certified U.S. mail of the overpayment. This obligation of Contractor is not limited to the term of the construction project. ARTICLE 27 - SIGNING OF AGREEMENT 27.1 When Owner gives a Notice of Intent to Award to the successful Bidder, Owner will provide one (1) unsigned Agreement and all other Contract Documents shall accompany it. Within ten (10) days of receipt, successful Bidder shall sign and deliver the Agreement to Owner together with the required bonds, insurance certificates, and endorsements. Owner must be satisfied with regard to the submitted documents prior to its execution of the Agreement. In addition, the award is contingent upon action of the City Commission of the City of Ocoee, at which time the Mayor of the City of Ocoee may be authorized to sign the Agreement. Within ten (10) days after Owner signs the Agreement, Owner shall deliver a fully signed copy of the Agreement to the successful Bidder (Contractor). 00100-15 ITB #22-001 Ocoee Wellness Park 27.2 A successful Bidder that is awarded the work and fails to execute the Agreement or furnish the required bonds or insurance certificates and endorsements within the period specified in Paragraph 27.1, above, shall have its Notice of hltent to Award rescinded and shall forfeit its bid security to Owner as liquidated damages for its failure to enter into a contract with Owner. All Bid Protests shall be submitted in the following manner to the Purchasing Technician at shopper@ocoee.org: 28.1 A Bidder shall file a written bid protest under this Article or be barred any relief; oral protests shall not be acknowledged. 28.2 A bid protest shall be limited to the following grounds: (a) issues arising from the procurement provisions of the Project Manual, its addenda, and other bidding documents; and/or (b) applicable federal, state, or local law. No bid protest may be based upon questions concerning the design documents (drawings and specifications). The Bidder shall clarify all questions concerning the design documents of the project prior to submitting its bid. 28.3 The content of the bid protest shall fully state the factual and legal grounds for the protest and the legal basis for the relief requested. 28.4 The bid protest shall be filed with the Purchasing Technician and Procurement Manager not later than three (5) calendar days after the posting of the notice of intent to award or recommendation of award by staff, whichever is earlier. 28.5 The Purchasing Technician, on behalf ofthe O\vner, shall make a determination of the merits of the protest not later than five (5) business days after receipt of the protest. If ONvner denies the protest, Owner may proceed Nvith award of the contract unless enjoined by order of a court of competent jurisdiction. ARTICLE 29 - UNIT PRIGS INFORMATION 29.1 Within thirty (30) days after the effective date of the Agreement, the Contractor shall submit a detailed list of unit prices (schedule of values) to be used as a basis to negotiate change orders, if such prices are proposed to differ from the unit prices included in the Bid Form. Otherwise, the bid unit prices will be used for change orders, subject to the provisions of Section 12.8, above. The successftil Bidder shall submit a detailed breakdown of unit costs for performing additional Nvork or deleting work of the types requested by Owner or Owner's representative. 29.2 The information supporting the proposed unit prices proposed in a schedule of values shall be submitted in sufficient detail to allow comprehensive analysis and review, shall show all 00100-16 ITB 822-001 Ocoee Wellness Pack "Cost of the Work," as defined in Article 11 of the Standard General Conditions of the Construction Contract (Section 00710), and shall be in accordance with generally accepted accounting principles and applicable government regulations. Owner and the appropriate State agency(ies) shall have the right to audit these costs. 29.3 If Owner accepts such proposed unit prices, in whole or in part, the), shall be binding on the Contractor for change orders to the extent of such acceptance and subject to any ancillary terms and conditions such as escalation clauses. However, if the Owner rejects all or any portion of such proposed unit prices, the parties shall rely on the provisions of Article 11 of the General Conditions (Section 00710), as supplemented, for changes in contract price (to the extent of such rejection). Owner may accept or reject such unit prices at its sole discretion. ARTICLE 30 - LICENSES AND PERMITS 30.1 The contractor shall obtain and pay for all necessary building permits and all right-of-way utilization permits utilizing an allowance provided in the bid schedule (see Division 1 — General Requirements of the bidding documents). However, any permit required from the City of Ocoee shall be provided by Owner without payment of the usual and customary fee. 30.2 The contractor shall obtain and pay for all other federal, state, and county permits, licenses, and other authorizations required for the prosecution of the work, including the cost of all work performed in compliance with the terms and conditions of such permits, licenses, and authorizations, whether by itself or others. ARTICLE 31 - RETAINAGE Provisions concerning retainage and contractors' rights to deposit securities in lieu of retainage are set forth in the Proposed Scope of Work Agreement, Section 00500. ARTICLE 32 — STORED MATERIAL ALLOWANCE Provisions concerning stored material allowances are set forth in Sections 00710 & 01025. END OF SECTION 00100-17 ITB #22-001 Ocoee Wellness Park SUBMITTED: (Date) SECTION 00300 PROJECT IDENTIFICATION: CITY OF OCOEE BID ITB #22-001 Ocoee Wellness Park NAME OF BIDDER: BUSINESS ADDRESS: CITY, STATE, ZIP: CONTRACTOR'S FEDERAL I.D. NUMBER CONTRACTOR'S FLORIDA LICENSE NO.: PHONE NO.: THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner) The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to perform and furnish all Work, as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid Form and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Bidding Documents, including, vvithout limitation, those dealing with the disposition of Bid Bond. This Bid will remain open for ninety (90) calendar days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Amendment to the Agreement with the Bonds and other documents required by the Bidding Requirements within ten (10) days after the date of Owner's Notice of Intent to Award. In submitting this Bid, Bidder makes all representations required by the Instructions to Bidders and the Agreement and further Nvarrants and represents that: Bidder has examined copies of all the Bidding Documents and of the following Addenda: No. Dated No. Dated: No. Dated No. Dated: No. Dated No. Dated: No. Dated No. Dated: 00300-1 ITB 422-001 Ocoee Wellness Park (Receipt of all which is hereby acknowledged) and also copies of the Invitation for Bids and the Instructions to Bidders. b. Bidder has familiarized itself with the nature and extent of the Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any planner may affect cost, progress, performance or firnishing the Work. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface of subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions, as provided in paragraph 4.02.1 of the Standard General Conditions of the Construction Contract. Bidder accepts the determination set forth in paragraph SC-4.02 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of the Standard General Conditions of the Construction Contract. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. Bidder understands the fill extent and scope of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and date with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents 00300-2 ITB #22-001 Ocoee Wellness Park are generally sufficient to indicate and convey understanding of all terms and conditions for performing and fiu•nishing the Work for vwhich this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a farce or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. Per Section 00100 Article 8, Instructions to Bidders, Bidder hereby agrees, if his/her bid is successful, to commence Work under this contract on or before the date specified in the Notice to Proceed; which upon the Successful Bidder's request, the commencement date of the Notice to Proceed shal l be a date no later than up to forty-five (45) calendar days after the Notice of Award. The Bidder further agrees, if his/her bid is successful, to fully complete all work per the price and terms and conditions of the contract within the Contract Time specified in the Scope of Work Agreement (Section 00500). Bidder ftn•ther accepts the provisions of the Scope of Work Agreement as to liquidated damages and agrees to pay as liquidated damages the amount stated in the Scope of Work Agreement (Section 00500), for each consecutive calendar day completion of the Work is delayed. Completion Schedule: 1) The Work shall be substantially complete within the Contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 2) The Work shall be finally complete within the contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be complete, in place, and ready for operation in the manner contemplated by the Contract Documents. Bidder submits the TOTAL BIT) OR TOTAL BASE BID to perform all the Work, as required by the Drawings and Specifications. The following documents are made a condition of this Bid: a. Bidding Documents and shall include the following: I. Bid Forms (entire Section 00300, 00301, 00301a, 00302, and 00303) 2. Bid Bond (Surety Bond or Cashier's Checlo. (Section 00410) 3. Non -collusion Affidavit (Section 00480) 4. Conflict of Interest Disclosure Form (Section 00480a) 5. Certification of Non -segregated Facilities (Section 00481) 00300-3 ITB #22-001 Ocoee Wellness Park 6. Sworn Statement on Public Entity Crimes (Section 00482) 7. Certification of Nondiscriminatory Labor Practices (Section 00483) 8. Certification Regarding Scrutinized Companies' Lists (Section 00484) (Remainder of page intentionally left blank) 00300-4 ITB 922-001 Ocoee Wellness Park BID FORM (Page I of 4) I7'B 822-001 Ocoee Wellness Park Item Unit Cost Total Cost No. Description Quantity Unit (in Numbers) (in Numbers) 1 Mobilization & Demobilization 1 L.S. � $ 2 General Conditions 1 L.S. $ 3 iMaintenance of Traffic 1 L.S. $ 4 Construction Survey Layout 1 L.S. $ $ 5 Demolition (clear vegetation & dispose offsite) 1 L.S. $ $ 6 Silt Fence/ Erosion Control 2,665 L.F. $ $ 7 Earthwork (import/place structural till) 586 AC. $ $ 8 Stabilized Boat Access 3 EA $ $ 9 Electrical Service (complete) I L.S. $ $ 10 Water Service (com Mete) I L.S. $ $ I I Site Drainage (complete) I L.S. $ $ 12 Concrete Sidewalk 3.581 S.Y. $ $ 13 FDOT Type F Curb 1.340 L.F. $ $ 14 FDOT Drop Curb 102 S.Y. $ $ 15 Curb Ramp and Detectable Warning 9 EA $ $ 16 12" Compacted Subgrade 4.297 S.Y. $ $ 17 Pavement Striping (Accessible Space) 2 EA $ $ 18 Pavement Striping 1,472 L.F. $ $ 19 Relocate Signs 3 EA $ $ 20 Seemented Retaining Wall a, Exercise Stations 266 L.F. $ $ 21 Cable Railing na, Exercise Stations 240 L.F. $ $ 22 Safety Surface a, Exercise Stations 278 S.Y. $ $ Continued u xt pa ge Company Name: By: 00300-5 ITB H22-001 Ocoee Wellness Ilark BID FORi\I (Page 2 of 4) ITB #22-001 Ocoee Wellness Park Item No. Description Quaotit ' Unit Unit Cost (in Numbers) Total Cost (in Numbers) 23 16'x40' Shade Sail a Exercise Stations 2 EA $ $ 24 1600' Shade Sail rt Exercise Stations 2 EA $ $ 25 Segmented Retaining Wall a, Plaza 115 L.F. $ $ 26 Cable Railing a Plaza 255 L.F. $ $ 27 Concrete Pavers ct Plaza 297 S.F. $ $ 28 Boardwalk 3,472 S.F. $ $ 29 Boardwalk Cable Railing 645 L.F. $ $ 30 Segmented Retaining Wall at West End of Boardwalk 80 L.F. $ $ 31 28'x 28' Shade Sail a Boardwalk 1 EA $ $ 32 Segmented Retaining Wall a, Seating Area 98 L.F. $ $ 33 Cable Railing (-a Seating Area 90 L.F. $ $ 34 Gateway Wall 31 L.F. $ $ 35 Gateway Sin I L.S. $ $ 36 Exercise E ui anent A - City Bike 2 EA $ $ 37 Exercise E Ui went B -Thrive 250 1 EA $ $ 38 Exercise Equipment C - Cross Trailer 2 EA $ $ 39 Exercise Equipment D - Body Flexer/Flex Wheel I EA $ $ 40 Exercise Ec ui pment E - Chest Press/ROW I EA $ $ 41 Exercise Equipment F - Arm Bike 1 EA $ $ 42 Exercise E ui pment G - S< uat+Press+Lat Pull 1 EA $ $ 43 Exercise E ui >ment H - Sus pension Trainer I EA $ $ 44 Drinking Fountain 2 EA $ $ Continued next pa..ge Company Name: By: 00300-6 FFB #22-001 Ocoee Wellness Park BID FORNI (Page 3 of 4) ITI3 #22-001 Ocoee Wellness Park Item No. Description Quantitv Unit Unit Cost (in Numbers) Total Cost (in Numbers) 45 Backless Bench 8 EA $ 46 Trash Receptacle 3 EA $ $ 47 Pet Waste Station 2 EA $ $ 48 Backed Bench 5 EA $ $ 49 Floating Fountain 1 EA $ $ 50 Bike Rack 6 EA $ $ 51 Boardwalk Bench 4 EA $ $ 52 Flagpole 30' 1 EA $ $ 53 Flagpole 25' 2 EA $ $ 54 Natchez Crape Myrtle, 100 Gallon, Standard 56 EA $ $ 55 N4LIskogee Crape Myrtle, 100 Gallon., Standard 27 EA $ $ 56 Nluskogee Crape Myrtle, 100 Gallon, N/lulti-trunk 10 EA $ $ 57 Sylvester Date Palm, 10' C.T. 16 EA $ $ 58 Live Oak, 3" Cal. 58 EA $ $ 59 Weeping Willow, 3" Cal. 20 EA $ $ 60 Foxtail Palm, 10'-16' O.A. Height 26 EA $ $ 6 1 Bald Cypress, 2 1/2" Cal, 95 EA $ $ 62 Perennial Peanut, install as sod 117 S.F. $ $ 63 Annuals, QT. Pots 131 EA $ $ 64 Blue Daze, 12" x 12" , 1-Gallon 16 EA $ $ 65 Liriope, 1-Gallon 180 EA $ $ 66 Moldy Grass, 3-Gallon 351 EA $ $ Continued next page Company Name: By: 00300-7 rrB U22-001 Ocoee Wellness Park BID FORIYI (Page 4 of 4) ITB #22-001 Ocoee Wellness Park Item No. Description Quantity Unit Unit Cost in Numbers) Total Cost (in Numbers) 67 Pickerelweed Bare Root 410 EA $ $ 68 Cordgrass, 3-Gallon 392 EA $ $ 69 Dwarf Jasmine, I -Gallon 800 EA $ $ 70 Natural Shredded Mulch 220 C.Y. $ $ 71 Sod 22.000 S.F. $ $ 72 Irri ation com lete 1 L.S. $ $ BASE BID SUBTOTAL S ADD ALTERNATE 1 1 Boardwalk ct Plaza 1571 S.F. 1 $ $ 2 Boardwalk at Grade a Plaza 1674 S.F. $ $ ADD ALTERNATE 1 SUBTOTAL S TOTAL BASE BID PLUS ADD ALTERNATE 1 S Written Total Base Bid Plus Add Alternate 1: LEGEND: AC = Acre; AS = Assembly; CY = Cubic Yard; GM = Gross Mile; EA = Each; LF = Linear Foot; LS = Lump Sum; SY = Square Yard; TN = U.S. Ton; Cal: Caliper; CT=Clear Trunk Notes: 1. Pay items obtained from the Florida Department of Transportation (FDOT) Basis of Estimates dated 2014. 2. Reference Specification Section 01 29 00 Measurement and Payment for a detailed list of Bid Items. 3. All areas disturbed by construction are to be restored to match existing to equal or better condition. 4. The Contractor is to verify all quantities prior to BID. 5. Bidders must bid on all Base Bid Items and Add Alternate No.l THE BIDDER, HAVING EXAiMINED CAREFULLY THE SPECIFICATIONS, TERI MS AND CONDITIONS HEREIN, PROPOSES TO FURNISH ALL LABOR, NIATERIALS, EQUIPMENT AND OTHER ITEMS, FACILITIES AND SERVICES, WITHOUT EXCEPTIONS FOR THE PROPER EXECUTION AND COMPLETION OF THE CONTRACT, AND IF A117ARDED THE CONTRACT, TO COMPLETE THE SAID WORI{ WITHIN TIME LIIA41TS AS SPECIFIED FOR THE BID PRICES ABOVE. Company Name: 00300-8 ITB #22-001 Ocoee wellness Park 7. The Bidder acknowledges that the City specifically reserves the right to accept and make an award to a Bidder that has not submitted the lowest Bid when, in Owner's sole and absolute discretion, it determines that action to be in its best interest. The terms used in this Invitation to Bid, which are defined in the Standard General Conditions of the Construction Contract and included as part of the Contract Documents, have the meanings assigned to them in the Standard General Conditions of the Construction Contract. The work shall be performed under a Florida Underground Utility or General Contractor license. Contract shall not be awarded unless proof of valid license(s) is provided. 9. It is understood that where quantities for unit price work have been presented on the Bid Form, they are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis, described in the measurement and payment clauses in the specifications contained herein. 10. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and equipment named in the Contract Documents, in accordance with Article 10 of the Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the Total Bid reflects the equipment and material supplied by one of the manufacturers/suppliers listed in the City's Approved Materials List. If the Bidder desires to propose an alternate manufacturer/supplier, he may write in the name of such alternate in the substitution list included within this Bid Form, but he must, nevertheless, also choose an approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or material items by the Bidder's chosen approved manufacturer/supplier. If the Bidder fails to indicate which listed manufacturer/supplier he intends to use if an alternate is rejected, he must use the manufacturer/supplier chosen by the City. Also, if the Bidder chores more than one approved manufacturer/supplier, he must use the first manufacturer/supplier written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this Bid Form (unless an alternate is approved). 11. SUBSTITUTIONS AND "OR EQUAL" The undersigned as Bidder agrees that substitutions, or "equal," items will not be considered until after the effective date of the Agreement and will be evaluated in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. In addition to the reimbursement required under the Standard General Conditions of the Construction Contract, the Contractor shall also reimburse the Owner for any engineering costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as, additional field trips for the Engineer, additional redesign costs, additional review costs, etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the 00300-9 ITB H22-001 Ocoee Wellness Park acceptance of proposed alternates, such as; increased electrical requirements, larger building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If Bidder intends to propose substitutions or "equal" items after the effective date of the Agreement, it is agreed that these items must be listed on the Substitution List included within this Bid Form, with a deductive amount representing 50 percent of the total savings between the named Base Bid/Alternative Bid item and the proposed item. "Base Bid/Alternative Bid" itein substitutions providing to the Owner equipment or material cost savings of less than $1,000 will not be considered. The undersigned, as Bidder, also agrees that if a substitution or "equal" item is not listed on the Substitution List included with the Bid, all of the savings between the named item and the proposed item will go to the Owner, if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of the Standard General Conditions of the Construction Contract. The Owner may request, and the undersigned Bidder shall supply, complete information on proposed substitutions. Such information shall be the manufacturer's current published or preprinted information for the specific substitution. 12. As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its sole discretion reserves the right to waive technicalities or irregularities, to reject any or all Bids, and/or to accept that Bid which is in the best interest of the City. The award of this Bid, if made, may be based on considerations other than total cost, and may be awarded based on various considerations, including but not limited to: Bidder experience and whether the Bid, in the judgment of the City, is the most responsive to the City's needs. Remainder of page intentionally left blank) 00300-10 ITB #22-001 Ocoee Wellness Park SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spec Section Alternative Manufacturer/Supplier (List One Only) Deductible Amount (Indicate Whether Lump Sum or Unit Price) Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per Substitution Item shall be $1,000) (Bidder may make additional copies of this page as required.) 00300-11 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP (SEAL) (Individual's Name) doing business as Business Address: Phone No.: Florida License No.: A PARTNERSHIP (SEAL) Business address: Phone No.: Florida License No.: (Individual's Signature) (Partnership Name) (General Partner's Signature) (General Partner's Name) 00300-12 ITB #22-001 Ocoee Wellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION (Corporate Sea]) Attest Business address: Phone No.: Corporation President: Florida License No.: (Corporation Name) (State of Incorporation) (Name of person authorized to sign) (Title) (Authorized Signature) (Secretary) 00300-13 ITB 922-001 Ocoee NVellness Park Strike out (X) non -applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE In (Name) (Address) (Name) (Address) Business Address: Phone No.: Florida License No.: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: 00300-14 ITB #22-001 Ocoee Wellness Park 13. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: 14. Name and address of Surety's resident agent for service of process in Florida: 00300-15 ITB #22-001 Ocoee Wellness Park CORPORATE AUTHORITY TO EXECUTE DOCUMENTS I HEREBY CERTIFY that a ineeting of the Board of Directors of a corporation under (Contractor's Corporate Name) the laws of the State of held on the day of 20, the following resolution was duly passed and adopted: "RESOLVED, that (signature of individual) (typed name of individual) as of the corporation, is hereby authorized to execute and all documents required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE ITB #22-001 Ocoee Wellness Park between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." I FURTHER CERTIFY that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of , 20. (CORPORATE SEAL) (Corporate Secretary) STATE OF CITY OF The foregoing instrument was acknowledged before me this day of 20 by (name of officer or agent, title of officer or agent), by means of ❑ physical presence or ❑ online notarization, of (name of corporation acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and did/did not take an oath. (Notary Public) My Commission Expires: END OF SECTION 00300-16 ITB #22-001 Ocoee Wellness Park SECTION 00301 Bidder shall fill oul questiomwire form with all information pertinent to his/her compo»y. PROJECT IDENTIFICATION: City of Ocoee ITB 422-001 Ocoee Wellness Park NAME OF BIDDE BUSINESS ADDRESS: TELEPHONE NO.: EMAIL CONTRACTOR'S FLORIDA LICENSE NO The undersigned warrants the truth and accuracy of all statements and answers herein contained. Include additional sheets if necessary. How many years has your organization been in business as a General Contractor? 2. Describe and give the date and owner of the last project that you have completed similar in type, size, and nature as the one proposed? 3. Have you ever failed to complete work awarded to you? If so, Nvhere and why? 4. Name three (3) municipalities for which you have performed similar wort: and contact person: 00301-1 ITB #22-001 Ocoee Afellness Park 5. Have you personally inspected the site of the proposed Work? Describe any anticipated problems vvith the site and your proposed solutions? 6. Will you Subcontract any part of this Work? If so, describe which portions and the percentage of the project: 7. What equipment do you plan on using to complete the Work? 8. State the true and exact, correct, and complete name under which you do business. Bidder is: 00301-2 ITB #22-001 Ocoee Wellness Park SECTION 00301-A SUBCONTRACTOR & SUPPLIER LIST Will your firm be doing all the Work with your own forces? Yes No (Check yes only if no subcontracting opportunities exist. If you will be doing portions of the Work with your own forces, list these areas and approximate dollar amount allocated for this Work. List suppliers). List all proposed subcontractors and suppliers to be used to include company names, contractor license number, contact, addresses, plione numbers, type of Nvork subcontracted (trade/commodity), and dollar amount of work. Provide all information requested. Use additional sheets if necessary. Submit Update Subcontractor/Supplier List with each progress payment requested. Submit Final Subcontractor/Supplier List with Final Payment Request. COMPANY NAME, CONTACT ADDRESS, PHONE NUMBER 1 2 3 d 5 6 7 END OF SECTION 003 01-A-1 ITB 922-001 Ocoee Wellness Park SECTION 00302 COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA) Bidder hereby acknowledges that all costs for complying with the Florida Trench Safety Act are included in the various items of the bid and in the Lump Sum Total Bid Price shown in Section 00300 - Bid Form, "Schedule of Bid Items". For informational purposes only, the bidder is required to further identify these costs in the summary below. Trench Safety Aleasure (Description) Unit of Measure (LF, SY) Unit (Quantity) Unit Cost Extended Cost A $ $ B $ $ C $ $ D $ $ TOTAL $ SIGNED: BY: (Print or type name) THIS IS NOT A PAY ITEM: The purpose of this form is to gather information on the costs associated with trench safety measures and to ensure that the Bidder has considered these costs and included them in the Lump Sum Total Bid price. Contractor will not receive additional payment if actual quantities differ from those estimated or if the Contractor uses a safety measure different than those listed. (Failure to Complete This Form May Result in the Bid Being Declared Non -Responsive.) END OF SECTION 00302-1 ITB #22-001 Ocoee wellness Park SECTION 00303 DRUG -FREE WORKPLACE CERTIFICATION IDENTICAL TIE BIDS: Preference shall be given to businesses Nvith drug -free workplace programs. Whenever two or more bids which are equal Nvith respect to price, quantity, and service are received by the State or by any political subdivision for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug -free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none of the tied vendors have a drug -flee workplace program (Florida Statutes Section 287.037). In order to have a drug -free workplace program, a business shall: Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, and available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). d. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or pleas of guilty or polo contenclere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program is such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug -free workplace through implementation of this section. 00303-1 ITB 422-001 Ocoee wellness Park As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. Bidder: Signed: By: Title: Date: (Print or Type Name) END OF SECTION 00303-2 ITB 922-001 Ocoee Wellness Park SECTION 00410 I�17i��+7► 17 Bidder sholl pr-ovicle the City wilh a Bid Bond in the cnnount of five percent (S%) of the contract bid. KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Ocoee, Florida, as Owner, in the penal suns of, (5 percent of the Contract Bid) (\vritten amount in dollars and cents) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed this day of 20 . The Condition of the above obligation is such that whereas the Principal has submitted to the City of Ocoee, Florida a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the Project: "ITB #22-001 Ocoee Wellness Part,,". NOW THEREFORE Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Bidder any damages, costs, or expenses, including attorney's fees, incurred by Owner that are proximately caused by such default. In no event shall Bidder's and Surety's obligation hereunder exceed the penal sum set forth on the face of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents. 00410-1 ITB #22-001 Ocoee Wellness Park This obligation shall be null and void if: 3.1 Owner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents, or 3.2 All bids are rejected by Owner, or 3.3 Owner fails to issue a Notice of Intent to Award to Bidder within ninety (90) days from the time and date fixed for the opening of Bids (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 by Bidder and Nvithin 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. Surety waives notice of and an), and all defenses based on or arising out of any time extension to issue notice of award agreed to in writing by Owner and Bidder, provided that the total time for issuing notice of award including extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety's written consent. No suit or action shall be commenced under this bond prior to 30 calendar days after the notice of default required in paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid Due Date. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may . be sent by personal delivery, commercial courier or by United States Registered or Certified Mail, return receipt requested, postage pre -paid, and shall be deemed to be effective upon receipt by the party concerned. Surety shall cause to be attached to this Bond, a current and effective Power of Attorney evidencing the authority of the officer, agent or representative who executed this Bond on behalf of Surety to execute, seal and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable provision of any applicable statute, then the provision 00410-2 ITB #22-001 Ocoee wellness Park of said statute shall govern and the remainder of this Bond that is not in conflict thereNvith shall continue in full force and effect. 11. The term "bid" as used herein includes a bid, offer, or proposal as applicable. IN WITNESS WHEREOF, the principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their is officers, the day and year first set forth above. BIDDER: Strike out (X) non -applicable signature blocks and complete applicable block. All signatures must have their names printed or type below their signature. If Bidder is SOLE PROPRIETORSHIP, complete this signature block. (1) (Individual's Signature) (Witness) (2) (Individual's Signature) doing business as (Witness) (SEAL) (Business Address) (Telephone No.) (Florida License No. 00410-3 ITB #22-001 Ocoee wellness Park If Bidder is PARTNERSHIP, complete this signature block. (1) (Partnership Name) (Witness) (2) (General Partner's Signature) (Witness) (SEAL) (General Partner's Name) (Business Address) (Telephone No.) (Florida License No. 00410-4 ITB #22-001 Ocoee Wellness Park If Bidder is CORPORATION complete this signature block. (1) (Corporation Name) (Witness) (2) (State of Incorporation) By: (Witness) (SEAL) (Name of Person Authorized to Sign - See Note 1) (Title) (Authorized Signature) (Corporation President) (Business Address) (Telephone No.) Florida License No. 00410-5 ITB #22-001 Ocoee Wellness Park SURETY (Surety Business Name) (Principal Place of Business) By: (Surety Agent's Signature - See Note 2) (Surety Agent's Name) (Surety Agent's Title) (Business Name of Local Agent for Surety) (Business Address) (Telephone No.) (Bond No.) NOTES: Witness: (If agency is not a Corporation) (2) (Witness) (Witness) Attest: (If Agency is a Corporation) (Corporate Secretary Signature) (Corporate Secretary Name) (Corporate Seal) (1) Complete and attach "Corporate Authority to Execute Documents" if executed by any corporate employee other than president or vice-president. (2) Complete and attach a certified copy of "Power -of -Attorney" prepared by Surety appointing individual "Attorney -in -Fact" for execution of Bid Bond on behalf of Surety and corresponding notarized "Attorney -in -Fact". (3) Above addresses are to be used for giving required notice. (4) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. (5) Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. 00410-6 TTB #22-001 Ocoee wellness Park ATTORNEY -IN -FACT AFFIDAVIT �, OR _ i _ ■- COUNTY OR CITY OF Before me, a Notary Public, by means of ❑ physical presence or ❑ online notarization known to me, and known to be the Attorney -in -Fact of a Corporation, which (Surety Company) (State) executed the attached bond as surety, who deposed and said that his signature and the corporate seal of said Directors, \vere affixed by order and authority of said Company's Board of (Surety Company) and that the execution of the attached bond is the free act and deed of (Surety Company) Given under my hand and seal this day of 20 My Commission Expires END OF SECTION 00410-7 ITB #22-001 Ocoee wellness Park (Notary Public) SECTION 00480 NON -COLLUSION AFFIDAVIT STATE OF ) COUNTY OF ) , being first duly swore deposes and says: 1. He (it) is the (Owner, Partner, Office, Representative or Agent) of the Bidder that has submitted the attached Bid; 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; Such Bid is genuine and is not a collusive or sham Bid; Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affidavit, have in any way, colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted; or to refrains from bidding in connection with such Contract; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price in any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against (Recipient), or any person interested in the proposed Contract; 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 other of its agents, representatives, owners, employees or parties in interest, including this affidavit. Title: 00480-1 ITB #22-001 Ocoee. wellness Park Sworn to (or affirmed) and subscribed before me by cleans of ❑ physical presence or ❑ online notarization, this day of , 20 , by in the state of Notary Public My Commission Expires: County of END OF SECTION 00480-2 I'M #22-001 Ocoee Wellness Park BID CONFLICT OF INTEREST DISCLOSURE FORM The award of this contract is subject to the provisions of Chapter 112, Florida Statutes. All Bidders must disclose within their Bid: the name of any City of Ocoee employee, Mayor or City Commissioner, other City Official, or City Consultants, who owns assets or capital stock, directly or indirectly, in the Bidder's firm or any of its branches, or would directly or indirectly benefit by the profits or emoluments of this Bid. (Indirect ownership or benefit applies to any members of his or her immediate family.) Bidder certifies that no member of the entity's ownership or management is presently applying for an employee position or actively seeking an elected position with the City. In the event that a conflict of interest is identified in the provision of services, Bidder agrees to immediately notify the City in writing. The purpose of this disclosure form is to give the City the information needed to identify potential conflicts of interest for the City Commission, Staff, and other key City employees and consultants involved in the award and administration of this contract. According to Chapter 112, Florida Statutes, the term "conflict of interest" "means a situation in which regard for a private interest tends to lead to disregard of a public duty or interest", and refers to situations in which financial or other personal considerations may adversely affect, or have the appearance of adversely affecting, an employee's professional judgment in exercising any City duty or responsibility in administration, management, instruction, research, or other professional activities. Please check one of the following statements and attach additional documentation if necessary: To the best of our knowledge, the undersigned firm has no potential conflict of interest for this Bid. The undersigned firm, by attachment to this form, submits information which may be a potential conflict of interest for this Bid. Acknowledged by: Firm Name Signature Name and Title (Print or Type) Date 00480a ITB 922-001 Ocoee wellness Park SECTION 00481 The Bidder certifies that 11e does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under this control, where segregated facilities are maintained. The Bidder certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he Nvill not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The Bidder agrees that a breach of this certification will be a violation of the Equal Opportunity clause in any contract resulting from acceptance of this Bid. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage and dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees on the basis of race, color, religion, or national origin, because of habit, local custom, or otherwise. The Bidder agrees that (except where he has obtained identical certification from proposed subcontractors for specific time periods) he Nvill obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. The nondiscriminatory guidelines as promulgated in Section 202, Executive Order 11246, and as amended by Executive Order 11375 and as amended, relative to Equal Opportunity for all persons and implementations of rules and regulations prescribed by the United States Secretary of Labor are incorporated herein. Note: The penalty for making false statements in offers is prescribed in 18 U.S.C.. 1001. Date .20 (Title) Official Address (including Zip Code): ATTACH AND INCLUDE AS PART OF PROPOSAL FORM; FAILURE TO DO SO MAY BE CAUSE FOR DISQUALIFICATION OF YOUR BID, END OF SECTION 00481-1 ITB 922-001 Ocoee weihness Park SECTION 00482 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement is submitted to City of Ocoee, Florida by by (Print individual's Name & Title) whose business address is 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material representation. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without all 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, non jury trial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: 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 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 00482-1 ITB #22-001 Ocoee Wellness Park enters into a joint venture with a person who has been convicted of a public entity cringe 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 1 have marked below is true in relation to the entity submitting this sworn statement. (please indicate which statement applies). Neither the entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this entity has been charged with and convicted of public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding concerning the conviction before a Hearing Officer of the State of Florida, Division of Administrative Hearings. The final order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Please 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 . 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 CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. (Signature) Date: 00482-2 ITB 422-001 Ocoee Wellness Park Name of Bidder (Contractor) STATE OF COUNTY OF Sworn to (or affirmed) and subscribed before me by means of ❑ physical presence or ❑ online notarization, this day of , 202, by in the state of County of Notary Public My Commission Expires: END OF SECTION 00482-3 ITB #22-001 Ocoee Wellness Park SECTION 00483 141911-4111Of[K%911111MAR�►DWI 17�Y�'i This certification relates to a construction contract proposed by the City of Ocoee. Equal Opportunity Employment: The Contractor- shall not discriminate on the basis of race, color, national origin, gender, age, handicapped status, veteran status, and/or religion in performing the work governed by this contract. The City is an Equal Opportunity Employer (EOE) and, as such, encourages all contractors to comply with EOE regulations. Any subcontract the Contractor* may enter into shall include this clause with the same degree of application being encouraged. I am the undersigned prospective construction contractor or subcontractor. I certify that: (1) I have/ have not participated in a previous contract or subcontract subject to the Equal Opportunity Clause and (2) if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause, I have/ have not filed Nvith the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance Programs, or the Equal Employment Opportunity Commission all reports due under the applicable filing requirements. I understand that, if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause and have failed to file all reports due under the applicable filing requirements, I am not eligible, and will not be eligible, to have my bid or offer considered, or to enter into the proposed contract or subcontract, unless and until I make an arrangement regarding such reports that is satisfactory to the office where the reports are required to be filed. I agree that I will obtain identical certifications from prospective lower -tier sub -contractors when I receive bids or offers or initiate negotiations for an), lower -tier construction subcontracts with a price exceeding $10,000. I also agree that I will retain such certifications in my files. Date 20 By: (Signature of Authorized Official) (Name of Prospective Construction Contractor or Subcontractor) (Address of Prospective Construction Contractor or Subcontractor) (Telephone Number) (Employer Identification Number) END OF SECTION 00483-1 ITB 422-001 Ocoee wellness Park Certification Regarding Scrutinized Companies' Lists The Respondent certifies that the company is not participating in a boycott of Israel. The Respondent certifies that the Respondent is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Companies with Activities in Sudan List, not on the Scrutinized Companies with activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. hi the event that the Respondent is unable to provide such certification but still seeks to be considered for award of this solicitation, the Respondent shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall furnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. The Respondent agrees to cooperate fully with the City in any investigation undertaken by the City to determine whether the claimed exception would be applicable. The City shall have the right to terminate any contract resulting from this solicitation for default if the Respondent is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. Name of Bidder: By: (Authorized Signature) Title: Date: 00484 ITB #22-001 Ocoee wellness Park SECTION 00500 THIS AGREEMENT is dated as of the day of in the year 20 , by and between the City of Ocoee, a Florida municipal corporation, hereinafter called Owner, and , a corporation/company, hereinafter called Contractor. Owner and Contractor, in consideration or the mutual covenants hereinafter set forth, agree as follows: Contractor shall complete all Nvork as specified or indicated in the Contract DOCU►nents. The work is generally described as follows: ITB 422-001 Ocoee Wellness Park General Scope of filork: In conformance with the plans and specifications for this project: furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work which is generally described as the following: ® Ocoee Wellness Park is located on South Bluford Avenue, Ocoee, Florida. All Work for the project shall be constructed in accordance with the drawings and specifications prepared for the City by Community Solutions Group/GAI Consultants, Inc. The project will be awarded and constructed, in conformance with these plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work to construct and make complete the Ocoee Wellness Park for public use. ® Work under this contract comprises furnishing the labor, material, equipment, tools, services and other incidentals required to construct and make complete for use the construction of Ocoee Wellness Park. The construction consists generally of site preparation, concrete walkways, asphalt paving, wood boardwalk, electrical, site furnishings, landscaping, and irrigation. ® This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents. ® Omission of a specific item or component part of a system obviously necessary for the proper ftuictioning of the system shall not relieve the Contractor of the 00500-1 ITB P22-001 Ocoee Welloess Park responsibility of furnishing the item as part of the work at no additional cost to the Owner. ® The Contractor shall perform the work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction. ARTICLE 2. ENGINEER The Project has been designed by the City of Ocoee and GAI Consultants, Inc.; however, the City Engineer (within here and other references in the contract documents as "Engineer") or designee is to act as Owner's representative, assume all duties and responsibilities of the project engineer, and have the rights and authority assigned Director in the Contract Documents in connection with completion of the work. ARTICLE 3. CONTRACT TIME 3.1 The work shall be substantially complete within Two Hundred and Ten (210) calendar days. The entire work shall be complete and ready for its intended use, including final dressing and cleanup, within Two Hundred and Forty (240) calendar days. All time periods begin from the effective date of the Notice to Proceed, as provided in paragraph 2.03 of the Standard General Conditions of the Construction Contract (Commencement of Contract Time; Notice to Proceed). 3.2 Placing of permanent pavement markings on all final asphaltic concrete surfaces, if applicable, shall not be accomplished before thirty (30) calendar days have elapsed after placement of the final surfaces. The charging of Contract Time will be suspended during the thirty (30) calendar -day period provided the work is considered to be Substantially Complete, as provided in paragraph 3.1 above. The charging of Contract Time will resume on the 31 st day. 3.3 Contractor recognizes that time is of the essence of this Agreement and that Owner will suffer financial loss if the work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General and Supplementary Conditions. Contractor acknowledges that proving the actual loss and damages suffered by Owner if the work is not completed on time is impracticable and not susceptible to exact calculation. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty). Contractor shall pay to the Owner for work not completed as specified in Paragraph 3.1 the following: Substantial Completion: Two Hundred Dollars ($200.00) for each day Final Completion: Two Hundred Dollars ($250.00) for each day Note: Each Day(s) in this section shall be referred to as calendar day(s) 00500-2 ITB #22-001 Ocoee wellness Park 3.4 In addition to the liquidated damages, there shall be additional incidental damages paid by the Contractor to the Owner for failure to timely complete the work. These may include, but not be limited to, delay clamage settlements or awards owed by Owner to others, inspection and engineering services, interest and bond expense, delay penalties, fines or penalties imposed by regulatory agencies, contract damages, and professional fees (including attorneys' fees) incurred by Owner in connection with Contractor's failure to timely complete the work. 3.5 In addition to liquidated damages and incidental damages arising from Contractor's failure to perform the wort., Contractor may be required to repay Owner for the cost of corrective actions undertaken by Owner to resolve construction defects. Such corrective actions include, but are not limited to, restoration of damaged areas, clearing of customer facilities to remove construction debris, repair and replacement of damaged customer equipment, and emergency repairs to the distribution and/or collection system during the one-year warranty period. 4.1 Owner shall pay Contractor for performance of the work in accordance with the Contract Documents in current funds at the lump sum or unit prices presented in the Bid Form, DOLLARS AND CENTS, which is incorporated herein and made a part hereof by this reference. 4.2 The Contractor agrees that the Contract Price is a stipulated sum except with regard to those items in the bid which are subject to unit prices and agrees to perform all of the work as described in the Contract Documents, subject to additions and deductions by Change Order, and comply with the terms therein for the Bid stated in the attached Bid Form. Contractor shall submit applications for payment in accordance with Article 14 of the General Conditions. Applications for payment will be processed by Engineer, as provided in the General Conditions. 5.1 Progress Payments. Owner shall snake progress payments on account of the Contract Price on the basis of Contractor's properly submitted and approved Applications for Payment, as recommended by Engineer, not later than the Twenty-fifth (25t") business day after the date on which the properly submitted Application For Payment is initially received by the Owner. All such progress payments will be on the basis of the progress of the work measured by the Schedule of Values established in paragraph 2.07 of the Standard General Conditions (Initial Acceptance of Schedules) (and in the case of Unit Price, wort: based on the number of units completed) and included in Contractor's qualifications submittals. 5.1.1 Progress payments shall be equal to one hundred percent (100%) ofthe value of work completed to date and Ongoing Stored Material Allowance as defined in Section 01025 Measurement and Payment less retainage. 00500-3 ITB 922-001 Ocoee wellness Park 5.1.2 Retainage shall be five (5) percent of work to date based on the progress payment, including all change orders. 5.2 Final Payment - Upon final completion and acceptance of the work in accordance with Paragraph 14.07 of the General Conditions (Final Payment), as supplemented, Owner shall pay Contractor an amount sufficient to increase total payments to 100 percent of the Contract Price. However, not less than two percent (2%) of the contract price shall be retained until Record Drawings, specifications, addenda, modifications and shop drawings, including all manufacturers instructional and pants manuals, are delivered to and accepted by the Engineer. All monies not paid when due shall bear interest at the rate set in accordance with Chapter 218, part VII the Local Government Payment Act. ARTICLE 7. CONTRACTOR'S REPRESENTATIONS In order to induce Owner to enter into this Agreement, Contractor makes the following representations: 7.1 Contractor has examined and carefully studied the Contract Documents (including the Addenda listed in paragraph 8) and the other related data identified in the Bidding Documents including "technical data." 7.2 Contractor has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishings of the work. 7.3 Contractor is familiar Nvith and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, performance, and furnishing of the Nvork. 7.4 Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that are identified in Section 00200 "Information Available to Bidders". 7.5 Contractor has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect costs, progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto. Contractor does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the 00500-4 ITB #22-00I Ocoee Wellness Park performance and fi.irnishing of the work at the Contract Price, within the Contract Tinges and in accordance with the other terms and conditions of the Contract Documents. 7.6 Contractor is aNvare of the general nature offivork to be performed by Owner and others at the site that relates to the work as indicated in the Contract Documents. 7.7 Contractor has correlated the information known to Contractor, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. 7.8 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, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the work. 7.9 Contractor shall perform work with a value of not less than fifty percent (50%) of the Contract Price with his own forces. ARTICLE 8. CONTRACT DOCUMENTS The Contract Documents, Nvhich comprise the entire agreement between Owner and Contractor concerning the work, are attached to this Agreement, made a part hereof, and consist of the following: 8.1 This Scope of work Agreement (Section 00500), 8.2 Exhibits to this Scope of work Agreement (if any). 8.3 Performance Bond, Payment Bonds and Certificates of Insurance (Sections 00610, 00620, 00630 and 00650, respectively). 8.4 Notice of Award and Notice to Proceed. 8.5 Standard General Conditions of the Construction Contract (Section 00710 - NSPE - ACEC Document 1910-8 (1996 Edition), as modified and supplemented. 8.6 Supplementary Conditions (Section 00800) (If Applicable). 8.7 Specific Technical Specifications. 8.8 SJWMD PermitlSSUance. 00500-5 ITB #22-001 Ocoee wellness Park 8.9 Project Manual bearing the general title "City of Ocoee, Florida, ITS #22-001 Ocoee Wellness Park" dated October, 2021 and consisting of Divisions 0 through 4, as listed in the Table of Contents thereof, including the Invitation to Bid (Section 00020) and Instructions to Bidders (Section 00100). 8.10 Drawings consisting of a cover sheet and the sheets bearing the following general title: Ocoee Wellness Park, Ocoee, Florida 8.11 Addenda numbers _ to _, inclusive. 8.12 Contractor's Bid (Section 00300). 8.13 Documentation submitted by Contractor prior to Notice of Award. There are no Contract Documents other than those Listed above in this Article 8. The Contract Documents may only be amended, modified, or supplemented, as provided in paragraphs 3.04 of the Standard General Conditions of the Construction Contract. ARTICLE 9. MISCELLANEOUS 9.1 Terms used in this Agreement that are defined in Article 1 (Definitions) of the Standard General Conditions of the Construction Contract shall have the meanings indicated in the Standard General Conditions of the Construction Contract, as may be modified in the Supplementary Conditions. 9.2 No assignment by a party hereto of any rights under, or interests in, the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may become due, and moneys that are 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. Notwithstanding the foregoing, the Owner may assign this contract to the State of Florida or any political subdivision, municipality, special district or authority thereof without Contractor's consent and without recourse. 9.3 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 9.4 Chapter 558, Florida Statutes: The parties agree that the provisions of Chapter 558, Florida Statutes are not applicable to this Agreement. 9.5 Waiver of Jury Trial; Legal Costs. It is mutually agreed by and between the Contract and Owner that each of the parties do hereby waive trial by jury in any action, proceeding or 00500-6 ITB #22-001 Ocoee wellness Park claim which may be brought by either of the parties hereto against the other on any ►natters concerning or arising out of this Agreement. The parties fiuther agree that the sole and exclusive venue for an), action to enforce this agreement shall be in The Circuit Court of the Ninth Judicial Circuit in and for Orange County, Florida. 9.6 SCRUTINIZED COMPANIES: The Respondent certifies that the company is not participating in a boycott of Israel. The Respondent certifies that the Respondent is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Companies with Activities in Sudan List, not on the Scrutinized Companies vwith activities in the h•an Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. In the event that the Respondent is unable to provide such certification but still seeks to be considered for award of this solicitation, the Respondent shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall furnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. The Respondent agrees to cooperate fully with the City in any investigation undertaken by the City to determine whether the claimed exception would be applicable. The City shall have the right to terminate any contract resulting from this solicitation for default if the Respondent is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. 9.7 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, �vho 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. 9.8 To the degree records are not exempt or confidential under Florida's Public Records law, Contractor agrees to comply with Chapter 119, Florida Statutes, and particularly Section 119.0701, Florida Statutes, relating to a contractor's obligation with regard to public records. 9.9 PUBLIC RECORDS COMPLIANCE The City of Ocoee (City) is a public agency subject to Chapter 119, Florida Statutes. The Contractor agrees to comply with Florida's Public Records Law. Specifically, the Contractor shall: I . Keep and maintain public records required by the City to perform the service. 2. Upon request from the City's custodian of public records, provide the City 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. 00500-7 ITB #22-001 Ocoee wellness Park 3. Ensure that public records that are exempt or confidential and exempt from the public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the City. 4. Upon completion of the contract, Contractor agrees to transfer at no cost to the City all public records in possession of the Contractor or keep and maintain public records required by the City to perform the service. If the Contractor transfers all public record to the City 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 City, upon request from the City's custodian of public records, in a format that is compatible with the information technology systems of the City. 5. A Contractor who fails to provide the public records to City within a reasonable time may be subject to penalties under section 119.10, Florida Statutes. 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 AT 407-905-3100, EXTENSION 1022, CCDL*6.ocoee.fl.us, WITH AN OFFICE LOCATED AT 150 NORTHc _ ODRIVE, OCOEE, FLORIDA 34761. 9.10 By entering into this contract, the awarded bidder is obligated to comply with the provisions of Section 448.095, Fla. Statutes, "Employment Eligibility." This includes, but is not limited to utilization of the E-Verify System to verify the work authorization status of all newly hired employees, and requiring all subcontractors to provide an affidavit attesting that the subcontractor does not employ, contract with, or subcontract with, an alien unauthorized to work in the USA. Failure to comply will lead to termination of this contract, or if a subcontractor knowingly violates the statute, the subcontractor must be terminated immediately. (Remainder of page intentionally left blank) 00500-8 ITB #22-001 Ocoee NVellness Park IN WITNESS WHEREOF, the parties hereto have signed this Agreement. All portions of the Contract Documents have been signed or identified by ONvner and Contractor or by Engineer on his behalf. CONTRACTOR: BY: PRINT NAME: TITLE: WITNESSES: NAME: NAME: TITLE: TITLE: OWNER: CITY OF OCOEE, FLORIDA ATTEST: C Melanie Sibbitt, City Cleric (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY this _ day of SHUFFIELD, LOW AN & WILSON, P.A. BY: Scott A. Cookson, City Attorney APPROVED: BY: Rusty Johnson, Mayor APPROVED BY CITY OF OCOEE COMMISSION AT A MEETING HELD Oil , , under Agenda Item END OF SECTION 00500-9 ITB #22-001 Ocoee Wellness Park SECTION 00610 KNOW ALL MEIN BY THESE PRESENTS that , (hereinafter referred to as "Principal"), and a corporation organized under the laws of the State of and licensed to do business in the State of , (hereinafter referred to as "Surety"), and held and firmly bound unto the City of Ocoee, Florida, as Obligee, (hereinafter referred to as "Obligee"), in the Penal Sum of , for the payment of which sum well and truly made, Principal and Surety bind themselves, their heirs, personal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated entered into a contract, (hereinafter referred to as the "Contract") with Obligee for the construction of ITB #22- 001 Ocoee Wellness Park (hereinafter referred to as the "Project") in accordance with the plans and specifications prepared by City of Ocoee Public Works Department, dated November, 2017; and NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH THAT IF Principal shall well and truly perform all the undertakings, covenants, terms, conditions, and agreements of said Contract including, but not limited to, the making of payments to persons or entities providing labor, materials or services to Principal under the Contract, within the time provided therein, and any extensions thereof that may be granted by the Obligee, and also during the life of any warranty or guaranty required under said Contract, and shall also well and truly perform all undertakings, covenants, terms, conditions, and agreements of any and all duly authorized and modifications of said Contract that may hereafter be made, and shall pay, compensate, indemnify and save harmless the said Obligee of and from any and all loss, damage and expense, or from any breach or default by Principal under the Contract, including, but not limited to, liquidated damages, damages caused by delays in performance of the Principal, expenses, cost and attorneys' fees, including appellate proceedings, that Obligee sustains resulting directly or indirectly from failure of the Principal to perform the Work identified by the Contract, then this obligations shall be null and void; otherwise, it shall remain in full force and effect and Surety shall be liable to Obligee under this Performance Bond. The Surety's obligations hereunder shall be direct and immediate and not conditional or contingent upon Obligee's pursuit of its remedies against Principal, and shall remain in full force and effect notwithstanding (I) amendments or modifications to the contract or contract entered into by Obligee and Principal without the Surety's knowledge or consent; (ii) Nvaivers of compliance with or any default under the Contract granted by Obligee to Principal or by Principal to Obligee without the Surety's knowledge or consent; (iii) the discharge of Principal firoin its obligations under the Contract as a result of any proceeding initiated under The Bankruptcy Code of 1978, as the same may be amended, or any similar state or federal law, or any limitation of the liability of Principal or its estate as a result of any such proceedings; or (iv) any other action taken by Obligee or Principal that would, in the absence of this clause, result in the release or discharge by operation of law of the Surety from its obligations hereunder. 00610 ITB 922-001 Ocoee Wellness Park In the event that the Surety fails to fulfill its obligations under this Performance Bond, then the Surety shall also indemnify and save the Obligee harmless from any and all loss, damage, cost and expense, including reasonable attorneys' fees and other legal costs for all trial and appellate proceedings, resulting directly or indirectly from the Surety's failure to fulfill its obligations hereunder. This paragraph shall survive the termination or cancellation of this Performance Bond. The obligations set forth in this paragraph shall not be limited by the Penal Sum of this Bond. Any changes in or under the Contract or the Contract and compliance or noncompliance with any formalities connected with the Contract or the Contract or the changes therein shall not affect Surety's obligations under this bond, and Surety hereby waives notice of any such changes. Further, Principal and Surety acknowledge that the Penal Sum of this bond shall increase or decrease in accordance Nvith approved changes or modifications to the Contract. The said Principal and the said surety agree that this bond shall inure to the benefit of all persons supplying labor and material in the prosecution of the Nvork provided for in the said subcontract, as well as to the Obligee, and that such persons may maintain independent actions upon this bond in their own names. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument under their several seals on the day of , 20, the name and corporate seal of each corporate party being hereto affixed and these presents fully signed by its undersigned representative, pursuant to the authority of its governing body. Signed, sealed and delivered in the presence of: In I' Principal (SEAL) (Official Title) Surety (SEAL) (Official Title) NOTES: If Principal and Surety are corporations, the respective corporate seal should be affixed and attached. Surety shall execute and attach a certified copy of PoNver of Attorney Appointing Individual Attorney -In -Fact for execution of Performance Bond on behalf of Surety. END OF SECTION 00610 ITB #22-001 Ocoee wellness Park SECTION 00620 Bidder shall provide the Cit)> ivith a Statittor)) Payrrrent Bond in the amount of'the contract bid. Statutotj, Payment Bond Pursuant to Florida Statutes, 255.05, et seq. KNOW ALL ME' N BY THESE PRESENTS, THAT (hereinafter called the "Principal"), as Principal, and a corporation organized and existing under the laws of the State of hereinafter called the "Surety"), as Surety, are held and firmly bound unto the City of Ocoee, Florida, (hereinafter called the "Obligee"), by bond number in the sum of Dollars and Cents ($ ), for the payment of which sum well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a written Contract with the Obligee dated , 20 to perform, as Contractor, in accordance with the Contract and Contract Documents, which Contract and Contract Documents are hereby incorporated herein by reference. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly makes payments to all claimants, as defined in Section 255.05 (1), Florida Statutes, that provide or furnish the Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Principal and the Surety agree that this Bond shall inure to the benefit of all claimants, as defined in Section 255.05 (1), Florida Statutes, that provide or furnish the Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in said Contract, and that any such claimant may maintain an independent action upon this Bond in its own name. The provisions of Florida Statutes, Section 255.05, et seq. are hereby incorporated herein by reference and made a part of this payment bond including, but not limited to, the notice and time limitation provisions in subsection (2). Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05 (2), Florida Statutes. 00620-1 ITB 922-001 Ocoee wellness Park IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their several seals this day of , 20_, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. (Principal) By (Name & Title) (Signature) Witness or Secretary's Attestation (Surety) (Name & Title*) (Signature) Witness or Secretary's Attestation *Attach PoNver-Of-Attorney (Seal) END OF SECTION 00620-2 ITB 422-001 Ocoee NVellness Park SECTION 00630 CONSTRUCTION PERFORMANCE AND PAYMENT BONDS ITB #22-001 Ocoee Wellness Park I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Construction Performance and Payment Bonds; that , who signed the said Bonds on behalf of the Principal, was then of said corporation; that I know (his, her) signature, and (his, her) signature thereto is genuine, and that said Bonds were duly signed, sealed, and attested for and in behalf of said corporation by authority of its governing body. Secretary (Corporate Seal) 00630-1 ITB #22-001 Ocoee Wellness Park (SURETY COMPANY LETTERHEAD) 20 Shannon Hopper Purchasing Technician City of Ocoee 150 N. Lakeshore Drive Ocoee, FL 34761 (407) 905-3 100 X 1524 RE: Construction Performance and Payment Bonds Authority to Date Bond and Power of Attorney Bond No.: Project Name: CITY OF OCOEE ITB #22-001 Ocoee Wellness Park Dear Ms. Hopper: Please be advised that as Obligee on the above referenced bond executed in your behalf for the captioned project, you are hereby authorized to date the bonds and the powers of attorney concurrent with the date of the contract. Best Regards, (Surety Company's Name) Attorney -in -Fact City of Ocoee END OF SECTION 00630-2 I FB 922-001 Ocoee wellness Park SECTION 00640 WAIVED OF RIGHT TO CLAIM AGAINST THE PAYMENT BOND (FINAL PAYMENT) (Section 255.05) The undersigned, in consideration of the final payment in the amount of hereby waives its right to claim against the payment bond for labor, services, or materials furnished to insert the name of your customer) on the job of (insert name of the owner), for improvements to the following described project: 1, -. ��,••�: ® Ocoee Wellness Park is located on South Bluford Avenue, Ocoee, Florida. All Work for the project shall be constructed in accordance with the drawings and specifications prepared for the City by Community Solutions Group/GAI Consultants, Inc. The project will be awarded and constructed, in conformance with these plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work to construct and make complete the Ocoee Wellness Park for public use. ® Work snider this contract comprises furnishing the labor, material, equipment, tools, services and other incidentals required to construct and make complete for use the construction of Ocoee Wellness Park. The construction consists generally of site preparation, concrete walkways, asphalt paving, wood boardwalk, electrical, site furnishings, landscaping, and irrigation. ® This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents. ® Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner. ® The Contractor shalt perform the work complete, in place, and read), for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction. (Claimant) IN21OZ61=.yX"1[61►1 00640-1 ITB 922-001 Ocoee Wellness Park SECTION 00650 INSURANCE CERTIFICATE Bidder is to provide Cit)) o f Ocoee with completed Certificate Liability Insurance listing City of Ocoee as a Certificate Holden, and listing the City of Ocoee os Additional Insured. P-fly ®/3� CERTIFICATE ��d� '��T� ����RANCE OP ID J _.. DATE (ilANDD/YWY) FRAZE-1 11 04 04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE I HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR I • ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURERA: m Heat Ratdny a- or 8wtur INSURER B: Contractor's Name INSURER C: Address INSURER D: a.vvorwuc.� OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWRHSTANDING THE POLICIES ANY REDL REMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTA NSR TYPE OF INSURANCE POLICY NUMBER DA C EMW DATE MWO LIMITS GENERAL LUIBIDTY EACHOCCURRENCE S1,000,000 TEO PREMISES (Ea omuence) S50,000 X X COMMERCIALGENERALLIABILITY MED EXP(Any one P-0n) S 5,000 CLAIMS MADE Xa OCCUR PERSONAL d ADV INJURY 51,000,000 GENERAL AGGREGATE 5 2,000,000 GEWL AGGREGATELIMIT APPLIES PER. PRODUCTS-COMP/0P AGG • S 2 , OO O , O 0 0 POLICY X JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 (Ea aWd-l) X ANYAUTO BOOILYINJURY S ALL OWNED AUTOS SCHEDULEDAUTOS (Per Person) BODILY INJURY S X HIRED AUTOS X NON -OWNED AUTOS (Par asidenl) PROPERTY DAMAGES eOCDAMAGE GARAGEUABRLITY AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC + S ANY AUTO AUTO ONLY: AGO 5 EXCESSIUMBRELLA LIADILITY EACH OCCURRENCE S 1,000,000 AGGREGATE S2,000,000 X X OCCUR a CLAIMS MADE S DEDUCTIBLE 5 -- 5 _ I— I RETENTION 5 WORKERS COMPENSATION AND X TORY LIMITS ER E.L. EACH ACCIDENT 5500,000 EMPLOYERS'LIABILrtY ANY PROPRIETOR/PARTNER/EXECUTNE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE S 500,000 E.L. DISEASE - POLICY LIMIT' S 500,000 Nyy e.deunbaunder SPECAL PROVISIONS Ce!ow OTHER —77== Any 1 LOc 100,000 Builders Risk An 1 Occ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS The insurance evidenced by this certificate shall name the certificate holders as an additional insured on the General Liability s Umbrella Liability. Workers' Compensation, Employers' Liability A General Liability shall contain a Waiver Of Subrogation in favor of the certificate holder. The certificate holder is added as a named usurer fine- p,&132rS RLSk. CERTIFICATE HDL06H OCOSEOI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER V41LL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Ocoee IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 150 N. Lakeshore Drive Ocoee FL 34761-2259 REPRESENTATNES. elnllnw/>Pn REPRFS ENTATNE 25 (2001/ 88) ORD 00650-1 ITB #22-001 Ocoee Welloess Pa(•k SECTION 00710 City of Ocoee (Revised May, 2010) Notice: This section of the Project Afcn ual is derived and adapted from the EJCDC C-710 Standard General Conditions of the Construction Contract, Funding Agency Edition, but has been substantially modifred to conform to the needs of the City of Ocoee. The Cih� does not represent or imply that this is an EJCDC document. Those portions included front EJCDC c publications are opyrighted and subject to the terms and conditions of a license granted to the CitY of Ocoee for their use. Portions Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00710 - 1 ITB #22-001 Ocoee Wellness Park TABLE OF CONTENTS Page ArticleI - Definitions and Terminologyy............................................................................................................................................ 5 1.01 Defined Terms............................................................................................................................................................5 1.02 Terminologyy...............................................................................................................................................................8 Article2 - Preliminary Matters.......................................................................................................................................................... 9 2.01 Delivery of Bonds and Evidence of Insurance.......................................................................................................... 9 2.02 Copies of Documents............................................................................................................................................... 10 2.03 Commencement of Contract Times; Notice to Proceed.......................................................................................... 10 2.04 Starting the Work..................................................................................................................................................... 10 2.05 Before Starting Construction................................................................................................................................... 10 2.06 Preconstruction Conference..................................................................................................................................... 10 2.07 Initial Acceptance of Schedules............................................................................................................................... 10 Article 3 - Contract Documents: Intent, Amending, Reuse............................................................................................................ 11 3.01 Intent......................................................................................................................................................................... 11 3.02 Reference Standards................................................................................................................................................. 11 3.03 Reporting and Resolving Discrepancies.................................................................................................................. 11 3.04 Amending and Supplementing Contract Documents............................................................................................... 12 3.05 Reuse of Documents................................................................................................................................................ 12 3.06 Electronic Data......................................................................................................................................................... 12 Article 4- Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions: Reference Points 13 4.01 Availability of Lands................................................................................................................................................ 13 4.02 Subsurface and Physical Conditions........................................................................................................................ 13 4.03 Differing Subsurface or Physical Conditions........................................................................................................... 14 4.04 Underground Facilities............................................................................................................................................. 15 4.05 Reference Points....................................................................................................................................................... 16 4.06 Hazardous Environmental Condition at Site........................................................................................................... 16 Article5 - Bonds and Insurance....................................................................................................................................................... 17 5.01 Performance, Payment. and Other Bonds................................................................................................................ 17 5.02 Licensed Sureties and Insurers................................................................................................................................. 18 5.03 Certificates of Insurance........................................................................................................................................... 18 5.04 Contractor's Liability Insurance.............................................................................................................................. 18 5.05 Owner's Liability InSUrance...................................................................................................................................201 5.06 Property lnsurance...................................................................................................................................................21 5.07 Waiver of Rights...................................................................................................................................................... 22 5.08 Receipt and Application of Insurance Proceeds......................................................................................................22 5.09 Acceptance of Bonds and Insurance; Option to Replace........................................................................................ 22 5.10 Partial Utilization, Acknowledgment of Property Insurerr.......................................................................................23 Article6 - Contractor's Responsibilities..........................................................................................................................................23 6.01 Supervision and Superintendence............................................................................................................................23 6.02 Labor; NAIorking Hours.............................................................................................................................................23 6.03 Services. Materials, and Equipment.........................................................................................................................24 6.04 Progress Schedule.................................................................................................................................................... 25 6.05 Substitutes and "Or-Equals"....................................................................................................................................25 6.06 Concerning Subcontractors, Suppliers, and Others.................................................................................................27 6.07 Patent Fees and Royalties.........................................................................................................................................28 6.08 Permits......................................................................................................................................................................29 6.09 Laws and Regulations..............................................................................................................................................29 6.10 'Faxes ........................................................................................................................................................................ 29 00710 - 2 TTB #22-001 Ocoee Wellness Park 6.1 1 Use of Site and Other Areas..................................................................................................................................... 29 6.12 Record Documents...................................................................................................................................................30 6.13 Safety and Protection............................................................................................................................................... 30 6.14 Safety Representative...............................................................................................................................................31 6.15 Hazard Communication Programs...........................................................................................................................3 1 6.16 Emergencies............................................................................................................................................................. 31 6.17 Shop Drawings and Samples.................................................................................................................................... 31 6.18 Continuing the "Mork................................................................................................................................................ 33 6.19 Contractor's General Warranty and Guarantee....................................................................................................... 33 6.20 Indemnification........................................................................................................................................................ 34 6.21 Delegation of Professional Design Services............................................................................................................34 Article7 - Other Work at the Site.................................................................................................................................................... 34 7.01 Related Work at Site................................................................................................................................................ 34 7.02 Coordination.............................................................................................................................................................35 7.03 Legal Relationships..................................................................................................................................................35 Article8 - Owner's Responsibilities................................................................................................................................................ 36 8.01 Communications to Contractor................................................................................................................................36 8.02 Replacement of Engineer......................................................................................................................................... 36 8.03 Furnish Data.............................................................................................................................................................36 8.04 Pay When Due.......................................................................................................................................................... 36 8.05 Lands and Easements; Reports and Tests................................................................................................................36 8.06 Insurance.................................................................................................................................................................. 36 8.07 Change Orders..........................................................................................................................................................36 8.08 Inspections, Tests, and Approvals........................................................................................................................... 36 8.09 Limitations on Owner's Responsibilities.................................................................................................................36 8.10 Undisclosed Hazardous Environmental Condition.................................................................................................. 36 Article 9 - Engineer's Status During Construction.......................................................................................................................... 37 9.01 Owner's Representative........................................................................................................................................... 37 9.02 Visits to Site.............................................................................................................................................................37 9.03 Project Representative..............................................................................................................................................37 9.04 Authorized Variations in Work................................................................................................................................40 9.05 Rejecting Defective Mfork........................................................................................................................................ 40 9.06 Shop Drawings, Change Orders and Payments....................................................................................................... 40 9.07 Determinations for Unit Price Work........................................................................................................................40 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work...................................................41 9.09 Limitations on Engineer's Authority and Responsibilities......................................................................................41 Article10 - Changes in the Work; Claims....................................................................................................................................... 42 10.01 Authorized Changes in the Work.............................................................................................................................42 10.02 Unauthorized Changes in the Work.........................................................................................................................42 10.03 Execution of Change Orders.................................................................................................................................... 42 10.04 Notification to Surety...............................................................................................................................................42 10.05 Claims.......................................................................................................................................................................42 Article 11 - Cost of the Work; Allowances; Unit Price Work.........................................................................................................43 11.01 Cost of theWork......................................................................................................................................................43 11.02 Allowances...............................................................................................................................................................45 11.03 Unit PriceWork.......................................................................................................................................................46 Article 12 - Change of Contract Price; Change of Contract Times................................................................................................. 46 12.01 Change of Contract Price......................................................................................................................................... 46 12.02 Change of Contract Times....................................................................................................................................... 47 12.03 Delays.......................................................................................................................................................................48 00710 - 3 ITB 922-001 Ocoee Wellness Park Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective \Vork........................................................ 48 13.01 Notice of Defects......................................................................................................................................................48 13.02 Access to Work........................................................................................................................................................48 13.03 Tests and Inspections............................................................................................................................................... 48 13.04 Uncovering Work.....................................................................................................................................................49 13.05 Owner May Stop theWork......................................................................................................................................50 13.06 Correction or Removal of Defective Work............................................................................................................. 50 13.07 Correction Period..................................................................................................................................................... 50 13.08 Acceptance of Defective Work................................................................................................................................51 13.09 Owner May Correct DefectiveWork.......................................................................................................................51 Article 14 - Payments to Contractor and Completion...................................................................................................................... 52 14.01 Schedule of Values................................................................................................................................................... 52 14.02 Progress Payments................................................................................................................................................... 52 14.03 Contractor's Warranty of Title.................................................................................................................................54 14.04 Substantial Completion............................................................................................................................................ 54 14.05 Partial Utilization..................................................................................................................................................... 55 14.06 Final Inspection........................................................................................................................................................55 14.07 Final Payment...........................................................................................................................................................56 14.08 Final Completion Delayed....................................................................................................................................... 57 14.09 Waiver of Claims..................................................................................................................................................... 57 Article 15 - Suspension of Work and Termination.......................................................................................................................... 57 15.01 Owner May SuspendWork......................................................................................................................................57 15.02 Owner May Terminate for Cause............................................................................................................................. 57 15.03 Owner May Terminate For Convenience................................................................................................................ 58 15.04 Contractor May Stop Work or Terminate................................................................................................................59 Article16 - Dispute Resolution........................................................................................................................................................ 59 16.01 Methods and Procedures.......................................................................................................................................... 61 Article17 - Miscellaneous............................................................................................................................................................... 59 17.01 Giving Notice...........................................................................................................................................................59 17.02 Computation of Times.............................................................................................................................................. 60 17.03 Cumulative Remedies..............................................................................................................................................60 17.04 Survival of Obligations............................................................................................................................................60 17.05 Controlling La\a........................................................................................................................................................ 62 17.06 Headings...................................................................................................................................................................60 Article18 - Federal Requirements................................................................................................................................................... 61 18.01 Agency Not a Party.................................................................................................................................................. 61 18.02 Contract Approval....................................................................................................................................................61 18.03 Conflict of Interest................................................................................................................................................... 61 18.04 Gratuities.................................................................................................................................................................. 62 18.05 Audit and Access to Records...................................................................................................................................62 18.06 Small, Minority and Women's Businesses..............................................................................................................62 18.07 Anti-Kickback..........................................................................................................................................................62 18.08 Clean Air and Pollution Control Acts......................................................................................................................62 18.09 State Energy Policy..................................................................................................................................................63 18.10 Equal Opportunity Requirements............................................................................................................................. 63 18.11 Restrictions on Lobbying.........................................................................................................................................63 18.12 Environmental Requirements...................................................................................................................................63 00710 - 4 ITB 922-001 Ocoee Wellness Park GENERAL CONDITIONS ARTICLE I — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 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. Agency — The Federal or state governmental agency named as such in the Agreement, which in this instance is the City of Ocoee. 3. Agreement — The vvritten instrument which is evidence of the agreement between Owner and Contractor covering the Work. 4. Application for Pavment — The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 5. Asbestos -- Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 6. Bid — The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder — The individual or entity who submits a Bid directly to Owner in accordance with the Bidding Documents. 8. Bidding Documents — The Bidding Requirements and the proposed Contract Documents (including all Addenda). This may include the Invitatio❑ To Bid and the Instructions to Bidders 9. Bidding Requiremews — The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Change Order -- A document recommended by Engineer which is signed by Contractor and Owner and Agency and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 11. Claim — A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for nnoney or services by a third party is not a Claim. 12. Contract — The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 00710 - 5 ITB #22-001 Ocoee Wellness Park 13. Contract Documents — Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor's submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 14. Contract Price — The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 15. Contract 'Times -- The number of days or the dates stated in the Agreement to: (i) achieve Milestones. if any, (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 16. Conowaor —The individual or entity with whom Owner has entered into the Agreement. 17. Cost of the IPorh — See Paragraph 11.01 .A for definition. 18. Drmvings — That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 19. E fective Date of the .Agreement — The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 20. Engineer —The individual or entity named as such in the Agreement. 21. Field Order — A written order issued by Engineer which requires minor changes in the \Vork but which does not involve a change in the Contract Price or the Contact Times. 22. General Requirements — Sections of Division I of the Specifications. The General Requirements pertain to all sections of the Specifications. 23. Hazardous Environmental Condition — The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous ti'aste — The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 25. Lctivs and Regulations; Lcnvs or Regulations — Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts havingjurisdiction. 26. Liens — Charges, security interests,. or encumbrances upon Project funds, real property, or personal property. 27. Afilesione — A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 28. Notice ofAward — The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 29. Notice to Proceed — A written notice given 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 under the Contract Documents. 00710 - 6 ITI3 #22-001 Ocoee NV'ellness Park 30. Owner — Tile individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. For purposes of this Agreement, the Owner is the City of Ocoee, referred to either as the City or the Owner. 31. PCBs —Polychlorinated biphenyls. 32. Petroleum — Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 33. Progress Schedule — A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 34. Project — The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 35. Project Alanual — The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 36. Radioactive rllaterial — Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 37. Related Entity — An officer, director, partner, employee, agent, consultant, or subcontractor. 38. Resident Project Representative — The authorized representative of Engineer who may be assigned to the Site or any part thereof. 39. Samples — Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will bejudged. 40. Scbedarle of Submittals — A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 41. 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, 42. Shop Drauvings — All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 43. Site — Lands or areas indicated in the Contract Documents as being Ilurnished by Owner upon which the Work is to be performed, including rights -of -sway and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 44. Specifrcations — That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. The Specifications are included in the Project Manual for the project. 45. 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 at the Site. 00710 - 7 ITB #22-001 Ocoee Wellness Park 46. 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 \York refer to Substantial Completion thereof. Final Completion shall be achieved only be acceptance of all of the Work by the Owner, as evidenced by its signature on the Final Certificate of Completion, which, in any event, shall only occur after the Owner has observed and approved such demonstration testing of the Project or has otherwise assured itself that all of the provisions and requirements of the Contract Documents have been fully satisfied. 47. Successful Bicicler—The Bidder submitting a responsive Bid to whom Owner makes an award. 43. Supplemenlwy Cowlilions --That part of the Contract Documents which amends or supplements these General Conditions. 49. Supplier — A manufacturer, fabricator, supplier, distributor, materiahnan, 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 any Subcontractor. 50. Underground Facilities — All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 51. Unit Price 6Vork — Work to be paid for on the basis of unit prices. 52. IVork — The entire construction or the various separate]), 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, and furnishing, installing. aid incorporating all materials and equipment into such construction, all as required by the Contract Documents. 53. 1Vork Change Directive — A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and Agency upon recommendation of the Engineer ordering an addition, deletion, or revision in the Work. or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. B. Inlew of Certain Terms or Adjectives 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 requirements of and information in the Contract Documents and conformance with file design concept of the completed 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 00710 - 8 ITB 822-001 Ocoee Wellness Park or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Dan 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective 1. The word "defective," when modifying the sword "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14,05). E. Furnish, Ins7all, Perform, Provide 1. The sword "Wrnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. Unless stated otherwise in the Contract Documents, words or phrases which 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 1VIATTERS 2.01 Delivery of Bonds and Evidence of Insurcince A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish in accordance with applicable Florida Law. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 00710 - 9 ITB #22-001 Ocoee Wellness Park 2.02 Copies of Documents A. After the Contract has been executed, the Contractor will be furnished one (1) complete set of reproducible plans in electronic formal, three (3) signed and scaled full-size prints, and one (1) I l"x17" print of the Drawings, one (I) complete set of the Project Manual (Contract Requirements and Specifications), and one (1) complete set of all addenda. The Contractor shall furnish each of the subcontractors. manufacturers, and material men such copies of the Contract DOcnmentS as may be required for their work. All copies of the Contract Documents shall be printed from the reproducible sets furnished to the Contactor, All costs of reproduction and printing shall be borne by the Contractor. The Contactor shall submit a complete set of reproducible 1\/lylar (M sepias back to the Engineer as Project Record Drawings, as addressed in Section 1.07.E of the Contract General Requirements. 2,03 Commencement of CoiNract Times; Notice to Proceed A. A Notice to Proceed may be given to Contactor at any time within thirty (30) days after the Effective Date of the Agreement. The Contract'fime will commence to run on the date specified in the Notice to Proceed. 2.04 Starting the Work A. Contactor shall start to perform the Work on the date when the Contract Times continence to rum. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Starting Construction A. Preliminao, Schedules: Within 21 days after the Contract Award. but in any event no later than the Preconstuction Conference, Contractor shall submit to Engineer for lithely review: l . a preliminary Progress Schedule; 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 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. 2.06 Preconstruction Cogtf rence A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer. Agency, 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 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment. and maintaining required records. 2.07 Initial Acceptance o/'Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor. Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contactor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times, Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 00710 - 10 ITB 822-001 Ocoee Wellness Park 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 component parts of the Work. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary, what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement 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 or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of Ovvner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees fi•om those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, or Engineer, or any of their Related Entities, any duty or authority to supervise or direct the performance of the Work or ally duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. Contractor's Review of Conlracl Documents Before Storting IYor•k: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contracl Documents During Performance of (Pork: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, 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 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04, 00710 - 11 ITB #22-001 Ocoee Wellness Park 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 knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (wfiether or not specifically incorporated by reference in the Contract Documents); 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 Amencling cmd Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. B. The requirements of the Conti -act Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order: 2. Engineer's approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3) or 3. Engineer's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: l . 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 Engineer's consultants, including electronic media editions; or 2. reuse any of 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 adaption by Engineer. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format oftext, data, graphics, or other types are lurnished only for the convenience of the receiving party. Any conclusion or information obtained or derived fi•om such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or 00710 - 12 ITB #22-001 Ocoee Wellness Park procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 flvailabiliry ofLands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof. Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall fiirnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. D. If all lands and rights -of -way are not obtained as herein contemplated before construction begins, CONTRACTOR shall begin the Work upon such land and rights -of -way as OWNER has previously acquired and no claim for damages whatsoever will be allowed by reason of the delay in obtaining the remaining lands and rights -of -way. Should OWNER be prevented or enjoined from proceeding with the Work, or from authorizing its prosecution, either before or after the commencement, by reason of any litigation, or by reason of its inability to procure any lands or rights -of -way for the Work, CONTRACTOR shall not be entitled to make or assert a claim for Additional Compensation by reason of said delay, or to withdraw fi•om the Agreement except by consent of OWNER. Time for completion of the Work will be extended as provided in Article 12, to such time as OWNER determines will compensate for the time lost by such delay." An extension of Contract time will be Contractor's sole and exclusive remedy of delay. 4.02 Substnface and Physical Conditions A. Reports and Diwivings: The Contract Documents may identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Contract Documents. B. Limited Reliance Ley Contractor on Technical Data .Authorized: Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 00710 - 13 ITB #22-001 Ocoee Wellness Park 1, the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor. and safety precautions and programs incident thereto: or 2. other data. interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions. or information. 4.03 Differing Sabsuif ice or Physical Conditions A. !Notice: If Contractor believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed cither: I . is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially fi-om 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 ftirther disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16,A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times 194justmews 1. The Contract Price or the Contract Times, or both, will be equitably ac(justed to the extent that the existence of such differing subsurface or physical condition causes all increase or decrease in Contractor's cost of, or time required for, performance of the Work: subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03,A; and b. Nvith respect to \Vork that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final 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 b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration. test. or study of the Site and contiguous areas required by the 00710 - 14 ITB 022-001 Ocoee Wellness Park Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if an),, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor for any claims, costs, losses, or 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) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Inclicaied If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, 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 6.16.A), identity the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 00710 - 15 ITB 922-001 Ocoee Wellness Park 4.05 The Contractor shall have no claim for an adjustment in Contract Price or Contract Times (or Milestones) under this Article 4 unless (1) CONTRACTOR has given the written notice required in as set forth herein not later than thirty (30) days after the event giving rise thereto), and (2) within sixty (60) days after the event giving rise thereto. CONTRACTOR shall submit to OWNER a detailed claim setting forth CONTRACTOR'S right to an increase in Contract Price or extension of Contract Time. No claim by the CONTRACTOR hereunder shall be allowed if asserted after final payment under this Contract. 4.06 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 nvith the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. B. Engineer may check the lines, elevations, reference marks, batter boards, etc., set by Contractor, and Contractor shall correct any errors disclosed by such check. Such a check shall not be considered as approval of Contractor's worn: and shall not relieve Contractor of the responsibility for accurate construction of the entire Work. Contractor shall furnish personnel to assist Engineer in checking lines and grades." 4.07 Ha_arclous Environmental Conclilion al Site A. Reporls and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. B. Limiter! Reliance UP Contractor on Technical Data Awhorizecl: Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 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 any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors. Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition: (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.I6.A); and (iii) notify Owner and Engineer (and promptly thereafter 00710 - 16 ITB #22-001 Ocoee Wellness Park 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. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) v-vas not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnity and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. J. Contractor shall be responsible for all safety measures concerning the handling of all asbestos pipe to be removed as relocated under This Agreement. Contractor shall indemnify the Owner, its agents, employees, and officials from and against all claims, costs, losses and damages, including but not limited to attorneys' fees and other professional fees, arising out of and relating to the removal and/or relocation of asbestos pipe. ARTICLE 5 — BONDS AND INSURANCE 5.01 Pe�forinance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as secn•ity for the faithful performance and payment of all of Contractor's obligations under the Contract Documents all in accordance with applicable Florida Statutes, including but not limited to, Florida Statutes, 255.05, et seq. These bonds shall be in form and content as identified in the Instructions to Bidders or otherwise in the Contract 00710 - 17 TTB 922-001 Ocoee Wellness Park Documents. Contractor shall also fiirnish such other bonds as are required by the Contract Documents. The City of Ocoee has specified a form of'a performance bond which shall be used for this project. B. All bonds shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial ivlanagement Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy ol'the agent's authority to act. C. 11' the surety on any bond fi-nished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5,01.13, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.13 and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contactor shall be obtained fi,om surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions or below. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured identified below in this Article or in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured identified as identified below or in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 5.04 Contractor's Liability Insurance A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection fi•om claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor. any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; 3. claims for damages because of bodily injury. sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: a, by any person as a result of an offense directly or indirectly related to the employment of such person by Contactor. or b. by any other person for any other reason; 00710- 18 ITB 022-001 Ocoee Wellness Park 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified below or in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided below or in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at Least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified below or in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07, and 7. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two )ears after final payment. C. Contractor shall furnish Owner and each other additional insured identified below or in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. D. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: Workers' Compensation, and related coverages under paragraphs 5.04.A.1 and A.2 of the General Conditions: a. State: Statutory b. Applicable Federal (e.g., Longshoreman's): Statutory c. Employer's Liability: 2. Contractor's General Liability under paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor: a. General Aggregate 00710 - 19 ITB #22-001 Ocoee A\'ellness Park 2,000,000 b. Products - Completed Operations Aggregate 1,000,000 c. Personal and Advertising Injury 1.000,000 d. Each Occurrence (Bodily Injury and Property Damage) I,000.000 e. Personal Injury Liability Coverage will include Claims arising out of Employment. f. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. g. Excess or Umbrella Liability 2,000,000 1) General Aggregate 2) Each Occurrence 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: Each person $1,000,000 Each Accident $1,000,000 b. Property Damage: Each Accident $1,000,000 OR e. Combined Single Limit of $1,000,000 4. The Contractual Liability coverage required by paragraph 5.04.13.4 of the General Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: Each Accident $1,000,000 Annual Aggregate $2.000,000 h. Property Damage: Each Accident $ I.000.000 Annual Aggregate $2,000.000 5. Additionallnsureds City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Others. as may be identified by the OWNER 5.05 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise firom operations Under the Contract Documents. The Owner shall not have the duty or obligation to purchase or maintain such insurance and nothing herein shall be so deemed to require same. 00710 - 20 ITB #22-001 Ocoee Wellness Park 5.06 Properlj, Insurance A. Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (Contractor shall be responsible for any deductible or self -insured retention.). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss 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, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, Nvater damage (other than caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them,, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded Nvill not be canceled or materially changed or renewal reftused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the 'Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. Where applicable, the Contractor shall purchase and maintain adequate flood insurance for work within designated flood hazard areas as defined by P.L. 93-234 (Flood Disaster Protection Act). 00710 - 21 ITB #22-001 Ocoee Wellness Park 5.07 R'(iver of fthts A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor. Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors ofeach and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Owner and Contactor waive all rights against each other and their respective officers. directors, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the NN/ork; and, in addition, y\'rive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party malting such waiver may have to the proceeds of insurance held by Contractor as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors. and Engineer, and the officers. directors, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting fi•om fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by., arising out of or resulting fi•om fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07, C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.13 shall contain provisions to the effect that in the event of payment of an}l such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of1lisiu-ance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Contractor and made payable to Contractor as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.13. Contactor shall deposit in a separate account an}, money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced. the moneys so received applied on account thereof. B. Contractor as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Contractor's exercise of this power. If such objection be made. Contractor as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. 5.09 Accepicmee ol'Bonds cmd Insm-ance; Oplion to Replace A. If Owner has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contactor in accordance with this Article 5 on the basis of its not complying with the Contract Documents, Owner will notify Contractor in writing thereof within ten days of the (late of delivery of such 00710 - 22 ITB #22-001 Ocoee Wellness Park certificates to Owner. Contractor will provide such additional information in respect of insurance provided by him as Owner may reasonably request. 5.10 Parlial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Srrperinlendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently.. devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or received fi-om the superintendent shall be binding on Contractor. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. C. Except in the event of an emergency, no work shall be performed (1) before sunrise and after sunset, (2) nor between the hours of 7:00 p.m. and 7:00 a.m. (3) nor on Saturday and Sunday and (4) nor on any holiday of the Owner "Regular Working Hours" shall be between 7:00 a.m. and 7:00 p.m. and shall be established by the Contractor at the Pre -construction Meeting, provided the total working hours shall not exceed eight (8) hours per day and forty (40) hours per week If construction or maintenance work requires operations during other than Regular Working Hours, the Contractor shall obtain written permission of the Owner at least forty-eight (48) hours in advance of starting such work, and shall set forth the proposed schedule for overtime to give Owner ample time to arrange for his personnel to be at the site of the work. Contractor shall pay for the additional charges to the Owner on account of such overtime work. Such additional charges shall be a subsidiary obligation of Contractor and no extra payment shall be made by Owner on account of such overtime work. D. This Agreement is subject to the applicable provisions of the Contract Work Hours and Safety Standards Act, Public Law 87-581, 87th Congress. No Contractor or Subcontractor contracting for any part of the Work shall require or permit any laborer or mechanic to be employed on the Work in excess of fort), horns in any work week 00710 - 23 ITB #22-001 Ocoee Wellness Park Unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of forty hours in such wort: week, as the case may be. E. Except as may be otherwise required by law, all claims and disputes pertaining to the classification of labor employed on the project under this Contract shall be decided by Owner's governing body or other duly clesignated official. F. Contractor shall employ only competent persons to do the work and whenever Owner shall notify Contractor.. in writing, that any person on the Work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed from the Project and shall not again be employed on it except with the consent of Owner. G. Contractor and Subcontractors shall, insofar as practicable, give preference in the hiring of workers for the Project to qualified local residents with first preference being given to citizens of the United States who have served in the armed forces of the United States and have been honorably discharged therefrom or released from active duty therein. H. Contractor shall reimburse the Owner the reasonable and customary amounts the Owner incurs for additional engineering and/or inspection costs incurred as a result of overtime wort: in excess of the regular working hours. Overtime costs shall be deducted from the Contract amount by written Change Order ('Contract Modification). Overtime costs for the Owner's personnel shall be based on the individual's current overtime swage rate and shall include labor burden, etc. Overtime costs for personnel employed by the Engineer or Owner's independent testing laboratory shall be calculated in accordance with the terms of their respective contracts with the Owner I. No wort: shall be performed on legal holidays of the Owner, which for the Work are defined as follows: Holiday CITY OF OCOEE TO CONFIRM HOLIDAYS Holiday New Year's Day Martin Luther King Day Memorial Day Independence Day Labor Day Thanksgiving Day Day after Thanksgiving Christmas Eve Christmas Calendar Date Calendar Date January I Third Monday in January Last Monday in N/lay July 4 (may be observed on the prior Friday or following Monday) First Monday in September 4th Thursday in November 4th Friday in November December 24 December 25 If Christmas and Christmas Eve fall on a weekend, the preceding Friday and following Monday will be observed as holidays. If Christmas falls on a Monday, the preceding Friday will be observed as a holiday. If Christmas falls on a Saturday, the preceding Thursday will be observed as a holiday. 6.03 Services, Materials, cmd Eguipmew 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. 00710 - 24 ITB #22-001 Ocoee Wellness Park B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents, 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. I. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with ally provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, fimetion, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. "Or -Equal" Items: If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an "or -equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally Nvell the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times, and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 00710 - 25 ITB 922-001 Ocoee Wellness Park 2. Substitute Items a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A. 1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The procedure requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.(I, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contactor seeks to fiirnish or use. The application: I ) shall certify that the proposed substitute item will: a) will perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified: 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time; b) whether or not 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 wort: on the Project) to adapt the design to the proposed substitute item; and c) whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement services: 4) and shall contain an itemized estimate of all costs or credits that will result directly or indirectly fi•om use of such substitute itenn, including costs of redesign and claims of other contractors affected by any resulting change. B. Suubs0we Construction Alethocls or Procedures: If a specific means. method, technique, sequence, or procedure of construction is expressly required by the Contact Documents, Contractor may furnish or utilize a substitute means. method,. technique, sequence, or procedure of construction approved by Engineer. Contactor shall submit sufficient information to allow Engineer, in Engineer's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contact Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05A.2. 00710 - 26 ITB #22-001 Ocoee Wellness Park C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.O5.B. Engineer may require Contractor to tarnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the 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; and all costs resulting from any delays in the Work while the substitution was undergoing reviews. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Equipment specifications containing experience clauses requires equipment manufacturers to have a record (min. number installations and years of operation) of satisfactory operation. In lieu of experience, a manufacturer/supplier may provide the equipment with the mutual understanding of all parties that no payment shall be released for such equipment including installation costs until it is demonstrated that the equipment meets the specific design performance requirements. All such monies retained shall be held by the Owner in an interest bearing escrow account from the date of application for payment for such work until the date of demonstrated conformance. All such retained monies and accrued interest shall be released to the Contractor upon demonstrated conformance. All monies not paid by the Owner shall bear interest a 7 percent per amwrn or the maximum rate provided by law, whichever is less. Where the equipment has failed specified tests to demonstrate conformance to the design requirements, the Contract shall remove said equipment and shall substitute the equipment as approved by the Owner/Engineer as specified having the required experience. The Contractor shall install the substituted equipment as required to provide a complete and functional system without cost to the Owner. (Refer to GC- 13.07). No experience restriction will be permitted which unnecessarily reduces competition or innovation. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.13), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Instructions to Bidders or the Invitation To Bid requires the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with those requirements, then any such Subcontractor, Supplier, or other individuals or entities so identified and not objected to in writing by Owner or Engineer prior to the execution of the Agreement will be deemed acceptable to Owner and Engineer. All other Subcontractors, Suppliers, or other individuals or entities so identified shall be deemed to have been accepted if Owner or Engineer deliver no written objection thereto within forty-five (45) days after Contractor's written identification of such Subcontractors, Suppliers, or other individuals or entities. However, if within said forty-five (45) day period, Owner or Engineer has reasonable objection to any Subcontractors, Suppliers, or other individuals or entities whether previously identified or subsequently, Contractor shall submit an acceptable substitute without entitlement to any change in Contract Price. If Owner or Engineer demands the substitution at any time and it is determined that the Owner or Engineer did not have a reasonable objection, the Contractor shall comply with the demand for substitution and shall be entitled to an adjustment in the Contract Price 00710 - 27 ITB #22-001 Ocoee Wellness Park (by appropriate Change order or Written Amendment) for the difference in cost resulting directly from such substitution. After acceptance by the Owner or Engineer of any particular Subcontractor, Supplier, or other individuals or entities, the Contractor shall make no substitution without written approval of the Owner, which may be granted or withheld at Owner's sole discretion. No acceptance by Owner or Engineer ofany such Subcontractor, Supplier or any other person or organization shall be deemed to constitute a waiver or an estoppel of any right of Owner or Engineer to reject defective work performed in whole or in part by any such Subcontractor, Supplier, or other individual or entity. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors. Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: I. shall create for the benefit of any such Subcontractor, Supplier, or othcr individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity, nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or firrnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors. Suppliers, and such other individuals or entities performing or liunishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in Paragraph 5.06. the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Rovallies A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design. process. product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knov-vledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the ftrllest extent permitted by Laws and Regulations, Contractor shall indemnity and hold harmless Owner and Engineer, and the officers, directors, 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 00710 - 2S I'M #22-001 Ocoee Wellness Park engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to an), 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. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. Reference is made to the Bidding Requirements of the Contract Documents for a list of permits and licenses obtained by the OWNER before the bid advertisement. 6.09 Lows and Regulations A. Contractor shall give all notices required by and shall comply Nwith all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear 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. However, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03, C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 6.10 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. 6.11 Use of Site rind Olher Al-eas A. Limitation on Use of Site and Other flreas Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof' or of any adjacent land or areas resulting from the performance of the «fork. Use of Owner's existing buildings or lands by the Contractor for storage of materials and equipment will not be permitted. Use of existing washrooms, lavatories, sanitary facilities or plumbing facilities by the Contractor or any of his employees or Subcontractors will not be permitted. 00710 - 29 ITB #22-001 Ocoee Wellness Park 2. Should any claim be made by an)' such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers. directors, 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 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 by or based upon Contractor's performance of the Work. B. Removol of Debris During Peiformonce of the 1,Nork: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Clemihig: prior to Substantial Completion of the Work, Contractor shall clean the Site and the NVork and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove fi•om the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load not, 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 NVork or adjacent property to stresses or pressures that will encanger it. 6.12 Record Docinnews A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders. Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the NVork, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. 6.13 Safely and Prolection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 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, wallas, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. 4. In the event of temporary suspension of the Work, or during inclement weather, or whenever Engineer may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of Engineer, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. 00710 - 30 ITB #22-001 Ocoee Wellness Park B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. Contractor shall comply with the Trench Safety Act, Florida Law, Chapter 90-96 (CS/SB2626); OSHA (P.L. 91-596); the Contract Work Hours and Safety Standards Act (P.L. 91-54); and the Federal Register 29 CFR part 1926, OSHA Subpart P as Nvell as all other local, state and federal ordinances, laws, and regulations regarding safety. C. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in pant, 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 (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or , 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). D. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Suferj) Represenlcdive A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the acceptable Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings a. Submit number of copies specified in the General Requirements. 00710 - 31 ITB 922-001 Ocoee Wellness Park b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions.. specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples a. Submit number of Samples specified in the Specifications. b. 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 revieww the submittal for the limited purposes required by Paragraph 6.17.D. B. 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. Submitial Procedures l . Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. the suitability of all materials with respect to intended use. fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work,- c. all information relative to Contractor's responsibilities for means, methods, techniques, sequences. and procedures of construction, and safety precautions and programs incident thereto; and d. shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract DOCUments with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review 1. Engineer will provide timely review of Shop Drawings and Samples in accordance Nvith the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, confornn to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method. technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 00710 - 32 ITB 1/22-001 Ocoee Wellness Park 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.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's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the bVorh A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's Ger7eral 1,Varranh, and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its Related Entities shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible;, or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract DOCLIunentS or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment: 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 00710 - 33 ITB #22-001 Ocoee Wellness Park 6.20 1/iclemrir icalion A. The Contractor shall indemnify and hold harmless the City of Ocoee, and its agents, officials and employees, from liabilities, damages, losses and costs, including. but not limited to, reasonable attorney's fees, to the extent caused by the negligence. recklessness, or intentional wrongful misconduct of the Contractor or persons employed or utilized by the Contractor in the performance of the construction contract. B. In any and all claims against the City of Ocoee or any of their respective consultants, agents, officers. directors. partners, or employees 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 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, partners, employees, agents. consultants and subcontractors arising out of: I . the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation gf'Projessionnl Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If' professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specity all performance and design criteria that such services must satisty. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings. calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the )Aiork designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals. D. Pursuant to this Paragraph 6.21. Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related iVork aI Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or via other direct contracts therefor, or have other work performed by utility owners. 11'such other work is not noted in the Contract Documents, then: 00710 - 34 1TB #22-001 Ocoee Wellness Park I . written notice thereof will be given to Contractor prior to starting any such other work; and 2, if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner and Owner, it' Owner is performing other work with Owner's employees, proper and safe access to the Site, a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other Nvork, and shall properly coordinate the Work with theirs. 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 their wort: and will only cut or alter their work Nwith the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, 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 wort: as fit and proper for integration with Contractor's Vrlrork except for latent defects and deficiencies in such other work. D. The Contract Time stipulated for this Construction Contract may also include the time required for utility construction by others as addressed by any Utility Relocation Schedule(s) included within the Contract Documents or Information Available to Bidders, and/or pursuant to referenced utility relocation period(s) detailed under the Contract General Requirements 7.02 Coorctinalion A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent Of Snell authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.0LA and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.0I.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's actions or inactions. C. Contractor shall be liable to Owner and all), other contractor for the reasonable direct delay and disruption costs inC rred by such other contractor as a result of Contractor's action or inactions. 00710 - 35 ITB #22-001 Ocoee Wellness Park ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.01 Comnun7icalions to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement ofEngineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable ohjection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pap When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. 8.06 Insurance A. Owner's responsibilities, if arty, in respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 hispeclions, Tests, crud Approvals A. Owner's responsibility in respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.13. 8.09 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 failw-e to perform the Wort: in accordance with the Contract Documents. 8.10 Undisclosed Ha_ardoiis Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 00710 - 36 ITB #22-001 Ocoee Wellness Park ARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 9.01 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 Documents and will not be changed without written consent of Owner and Engineer. 9.02 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 9.09. 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. 9.03 Project Representative A. Owner will fiuroish a Resident Project Representative to observe the performance of the Work The duties, responsibilities and limitations of authority of this Resident Project Representative (and assistants) are as follows: B. The Resident Project Representative (RPR) will act as directed by and under the supervision of OWNER, and will confer with Owner and Engineer. RPR's dealings in matters pertaining to the on -site work shall, in general, be only with Owner, Engineer, and Contractor, and dealings with subcontractors shall only be through or with the firll knowledge and approval of Contractor. C. DUTIES AND RESPONSIBILITIES OF RPR I. Schedules: Review the progress schedule, schedule of Shop Drawing submittals, and schedule of values prepared by Contractor and consult with Owner and Engineer concerning the acceptability of these submittals. 2. Conferences and Meetings: Attend meetings with Contractor, such as pre -construction conferences, progress meetings, job conferences, and other project -related meetings. 3. Communications by the RPR a. The RPR shall communicate Nvith the Contractor on the site working principally through the Contractor's project manager and superintendent to facilitate communications between the Engineer and the Owner and to advise the Contractor and the Engineer when the construction operations need to be adjusted to serve the purposes of the Owner on the site. As requested by Contractor obtain from Owner and Engineer additional details or information, when required for proper execution of the work. 00710 - 37 ITB #22-001 Ocoee Wellness Park Shop Drawings and Samples Record date of receipt of Field Shop Drawings and samples. b. Receive samples which are furnished at the site by Contractor, and notify Engineer of the availability of samples for examination. C. Advise Engineer and Contractor of the commencement of any Work requiring a Shop Drawing or sample ifthe submittal has not been approved by the Engineer. 5. Review of Work, Rejection of Defective Work. Inspections and Tests a. Conduct on -site observations of the Work in progress to assist Engineer in determining if the Work is, in general, proceeding in accordance with the Contract documents. Report to Owner and Engineer whenever the RPR believes that any Work Nvill not produce a completed Project that conforms generally to the Contract Documents or will prejudice 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 Owner and Engineer of work the RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. C. Verify that tests, equipment and systems startups and operating and maintenance training are conducted in presence of appropriate personnel, and that Contractor maintains adequate records thereof; observe, record and report to Owner and Engineer appropriate details relative to the test procedures and startups. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections, and report to Owner and Engineer. 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. Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report them with RPR'S recommendations to Owner and Engineer. Transmit to Contractor in writing decisions as issued by Owner and Engineer, Records a. Maintain at the job site orderly tiles for correspondence. reports of job conferences, Shop Drawings and samples, reproductions of original Contract Documents including all Work Change Directives, Addenda, Change Orders, Field orders, additional Drawings issued subsequent to the execution of the Contract, Engineer's clarifications and interpretations of the Contract Documents, progress reports, and other Project -related documents. b. Prepare a daily report or keep a diary or log book, recording Contractor's hours on the job site.. weather conditions, data relative to questions of Work Change Directives, Change Orders, or changed conditions, list ofjob site visitors, daily activities, decisions, observations in general, and specific observations in more detail as the case of observing test procedures; and send copies to Engineer. 00710 - 38 ITB 822-001 Ocoee Wellness Park Reports Record names, addresses, and telephone numbers of Contractor, subcontractors, and major suppliers of materials and equipment. Contractor and Engineer shall furnish the RPR with periodic reports as required of progress of the Work and Contractor's compliance with the progress schedule. b. Contractor and Engineer shall consult with the RPR in advance of scheduled major tests, inspections or start of important phases of the Work. Contractor and Engineer shall work with the RPR to draft proposed Change Orders and Work Change Directives, by providing backup material. The RPR may fi•om time to time recommend that Change Orders, Work Change Directives and Field Orders be issued. to. Payment Requisitions: The RPR may assist in the review of 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. Initial approved percentages of completion with respect to the schedule of values. it. Certificates, Maintenance and Operation Manuals: During the course of the Work, the RPR may assist to verify that certificates, maintenance and operation manuals and other data required to be assembled and firrnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to Engineer for review and forward same to Owner prior to final payment for the Work. 12. Completion a. The RPR may, before the Contractor submits a request for a substantial completion inspection, submit to the Contractor a list of observed items requiring completion or correction. b. The RPR may, but shall not be required, to advise the Contractor or the Engineer whether Contractor has performed inspections required by laws, rules, regulations, ordinances, codes, or orders applicable to the Work, including but not limited to those to be performed by public agencies havingjurisdiction over the Work, including but not limited to, the City of Ocoee. C. The RPR may also assist in conducting final inspection together with the Engineer, Owner and Contractor and assist in preparing a final list of items to be completed and corrected. d. The RPR may observe whether all items on final list have been completed or corrected and make recommendations to Engineer concerning acceptance and issuance of the Notice of Acceptability of the \Nfork. D. LIMITATIONS OF AUTHORITY Resident Project Representative By taking any such action as noted above, the RPR shall not be deemed to have authorized any deviation from the Contract Documents or substitution of materials or equipment ('including "or -equal" items), unless same is expressly authorized by Engineer in accordance with this Agreement. 2. By taking such action as noted above, the RPR shall not be deemed to have usurped or exceeded the Engineer's authority or responsibilities, as set forth in the Agreement or the Contract Documents. 00710 - 39 ITB #22-001 Ocoee Wellness Park 3. By taking any such action as noted above. the RPR shall not be deemed to have undertaken any of the responsibilities of the Contractor. Engineer, subcontractors, suppliers, or agents or employees of same. 4. By taking any such action as noted above, the RPR shall not be deemed to have advised on, issued directions relative to, or assumed control over any aspect of the means, methods, techniques., sequences or procedures of construction unless such advice or directions are specifically required by the Contract DOcumentS. 5. By taking any such action as noted above, the RPR shall not be deemed to have provided advise on, or issued directions regarding, or assumed control over safety precautions and programs in connection with the Work. 6. The RPR shall not accept Shop Drawing or sample submittals From anyone other than CONTRACTOR. 7. By taking any such action as noted above, the RPR shall not be deemed to have authorized OWNER to occupy the Project in whole or in part. 8. Shall not participate in specialized field or laboratory tests or inspections conducted by others, except as specifically authorized by OWNER and ENGINEER, 9.04 Awhorized Variations in IVork A. Engineer may authorize minor variations in the Work fi•om the requirements of the Contract Documents which 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. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Dekelive Il"o•k A. Engineer will have authority to re ect Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed. or completed. 9.06 Shoe Drawings, Chmnge Orders and Puvmeinls A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer's authority, and limitations thereof.. as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. 9.07 Delermirnalionns for Unil Price (York A. 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 00710 - 40 ITB #22-001 Ocoee Wellness Park written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon Nvill be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Conhwo Documents and Accepicrbility of IVork A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.13. C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limilatioms on Engineer's Amihorih, and Responsibilities A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to an), duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, airy Supplier, an), 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 Nvith 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 Paragraph 14.07.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 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. 00710 - 4l ITB #22-001 Ocoee Wellness Park ARTICLE 10— CHANGES IN THE WORK; CLAIMS 10.01 4Whorized Changes in the 61'ork A. Without invalidating the Contract and without notice to any surety, Owner mav, SUbJcct to written approval by Agency at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order. or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent. if airy, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized CJnanges in the I Pork 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 as provided in Paragraph 3.04. except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.13. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: I. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties: 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations. but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notijieation to Saret7? A. If notice of any change affecting the general scope of the Work or the provisions of the Contact Documents (including, but not limited to, Contract Price or Contact Times) is required by the provisions of any bond to be given to a surety, 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. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contact DOCUments or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount 00710 - 42 ITS #22-001 Ocoee Wellness Park or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.13. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02.13. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing part), if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of fturther resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph I0.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05, ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the 1,Vork A. Costs Included: The term Cost of the NVork means the sum of all costs, except those excluded in Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the NVork. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor Nvill be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.13. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules ofjob classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and Wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Mlork, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case 00710 - 43 ITB #22-001 Ocoee 131ellness Park the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 1 1.01. 4. Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys. and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel. and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost,. including transportation and maintenance. of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value. of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented fi-om Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly. dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Mork. d. Sales. consumer, use, and other similar taxes related to the Work. and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor. any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), 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 shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressages, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Gxrhided: The term Cost of the Work shall not include any of the following items: 00710 - 44 ITB #22-001 Ocoee Wellness Park Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule ofjob classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 1 I.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of an), kind and the costs of any item not specifically and expressly included in Paragraphs 11.0 LA and 11.0I I.B. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work.for any purpose is to be determined pursuant to Paragraphs 11.0LA and I I.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 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 1. Contractor agrees that: a. 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 b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing Nwill be valid. C. Contingency Allowance Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 00710 - 45 I"PB #22-001 Ocoee Wellness Park 1 1.03 Unit Price (York 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. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be cleemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: I. the Bid price of a particular item of Unit Price Work amounts to more than 5 percent of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 25 percent from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change Qf Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: I. where the Work involved is covered by unit prices contained in the Contract Documents. by application of such unit prices to the quantities of The items involved (subject to the provisions of Paragraph 1 1.03): or 2. where the Work involved is not covered b)' unit prices contained in the Contract Documents, by a mutuall}' agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2): or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph I1.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: I. a mutually acceptable fixed fee: or 00710 - 46 ITB 822-001 Ocoee Wellness Park 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 11.0I I.A. I and 1 1.0I .A.1 the Contractor's fee shall be 15 percent: b. for costs incurred under Paragraph 11.0 I .A.3, the Contractor's fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.O1.A.I and I I.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.AA 11.01.A.5, and 11.OI.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. g. Equipment: For any machinery or special equipment (other than small tools), including fiuel and lubricant, the Contractor will receive 100% of the "Rental Rate Blue Book" for the actual time that such equipment is in operation on the work, and 50% of the *'Rental Rate Blue Book" for the time the equipment is directed to standby and remain on the project site. The equipment rates will be based on the latest edition (version current at the time of bid) of the "Rental Rate Blue Book for Construction Equipment" or the `Rental Rate Blue Book for Older Construction Equipment," whichever is applicable, as published by Machinery Information Division of PRIIvIEDIA hiforniation, Inc. (version current at the time of bid), using all instructions and adjustments contained therein and as modified below. On all projects. the Engineer will adjust the rates using regional adjustments and Rate Adjustment Tables according to the instructions in the "Blue Book". h. The Monthly Rate is the Basic Machine Rate Plus Any Attachments. Standby rates will apply vwhen equipment is not in operation and is directed by the Engineer to standby at the project site when needed again to complete work and the cost of moving the equipment will exceed the accumulated standby cost. Standby rates will not apply on any day the equipment operates eight or more hours. Standby payment will be limited to only that number of hours which, when added to the operating time of that day equals eight hours. Standby payment will not be made on days that are not normally considered workdays on the project. i. The Owner will allow for the cost of transporting the equipment to and from the location at which it will be used. If the equipment requires assembly or disassembly for transport, the Owner will pay for the time to perform this work at the rate of standby equipment 12.02 Change ofContract Trnzes A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other part) to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 00710 - 47 TTB #22-001 Ocoee Wellness Park 12.03 DelaYs A. Where Contractor is prevented fi•om completing any pact of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost clue to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics.. abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contactors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the 4l1ork within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire.. flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.13. 1. delays caused by or within the control of Contractor; or D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contactor for any claims, costs, losses, or 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) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contact Price or Contact Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 1Votice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contactor. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 access to if ork A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories. and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting.. and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 00710 - 48 ITB 822-001 Ocoee Wellness Park B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: I . for inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.13 shall be paid as provided in said Paragraph 13.04.C; and 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require arty Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assure 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. Inspections required by the Contract Documents for pre-engineered, prefabricated or precast structural components shall be performed at the place of manufacture upon each stage of manufacture, by a registered professional engineer licensed in the State of Florida (other than the Manufacturer's Specialty Engineer) or a person under his direct supervision. Two (2) copies of a written report of such inspection shall be provided to the Engineer prior to delivery to the site and shall be prepared by the inspector and each copy shall bear the seal and signature of the respective registered professional engineer. The costs for these inspections and reports shall be paid for by the Contractor. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. 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, it must, if requested by Engineer, be uncovered for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If an), Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, 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, furnishing all necessary labor, material, and equipment. Contractor shall have no claim for delay or disruption based upon the Engineer's reasonable actions under this paragraph, C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such 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 Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If, the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, 00710 - 49 ITB #22-001 Ocoee Wellness Park inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Caner MaY Slop the 1Vork 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, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal ofDefeclive 114ork A. Promptly after receipt of notice, Contractor shall correct all defective Worl<, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Contractor shall have no claim for delay or disruption based upon the Engineer's reasonable actions under this paragraph. B. AA/hen correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that Would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract DOeullner1tS, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.1 LA is found to be defective. Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective. and d. satisfactorily correct or repair or remove and replace any damage to other Work. to the Work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply With the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the detective Work corrected or repaired or may have the. rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances Where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier (late if so provided in the Specifications. 00710 - 50 ITB #22-001 Ocoee Wellness Park D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work Nwill be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 4ccelwance of Defective YI'ork A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination to accept such detective Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner illay Correct Defective H'ork A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected 'Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply N-vith any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. hi connection wwith 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, take possession of Contractor's tools, appliances. construction equipment and machinery at the Site, 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 (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) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner nay make a Claim therefor as provided in Paragraph 10.05. 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 detective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Wort: attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. 00710 - 51 ITB #22-001 Ocoee Wellness Park ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14,01 Schedule of f-'altres A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account ofUnit Price Work will be based on the number of units completed. 14.02 Progress Pgymenls A. tlppliccrtions for PoYmenis Not later than ten (10) clays 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 tilled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation indicating that the Contractor has either paid for such materials or equipment or warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. The Contractor shall furnish evidence that payment received oil the basis of materials and equipment not incorporated but delivered and suitably stored, has in fact been paid to the respective supplier(s) on submission of the nest application for payment submitted by the Contractor. Failure to provide such evidence of payment shall result in the withdrawal of previous approval(s) and removal of the related equipment from the next submitted Application for Payment." 2. Beginning with the second Application for Payment. each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment, 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of,lpplications I. Engineer will, within 10 days after receipt of each Application for Payment, 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 on the Site 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, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price �Vork under Paragraph 9.07, and to any other qualifications stated in the recommendation); and 00710 - 52 ITB 822-001 Ocoee Wellness Park 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 Documents; or b. that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or an), part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.13.2. Engineer may also refirse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders,- c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Pcrymew Becomes Dice I. Not later than'Twenty-five (25) days after the Application for Payment to the Owner is stamped as received by the City, the amount recommended by the Engineer, will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. 2. If the Contractor and its Surety shall fail to pay any undisputed claims, made in writing to Owner within thirty (30) days after completion of the Work, but continuing unsatisfied for a period of ninety (90) days, Owner, at its sole discretion and option, may pay such undisputed claim and deduct the amount thereof from the balance due Contractor; if Owner deems such action to be in its best interests. Owner may also, with the written consent of Contractor and its Surety, use any monies retained, due, or to become due under this Contract for the 00710 - 53 ITB #22-001 Ocoee Wellness Park purpose of paying for both labor and materials for the Work, for disputed claims or claims that have not been tiled. 3. All monies paid by Owner in settlement of claims as set forth above, with the costs and expenses incurred by Owner in connection therewith, shall be charged to Contractor, shall bear interest at the then existing legal rate Of interest under the laws of the State of Florida; and shall be deducted fi•om the next payment due Contractor under the terms of this Contract. D. Reduction in Pa inenl I . Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been tiled 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; C. the Contractor's performance or furnishing of the Work is inconsistent with finding Agency requirements; d. there are other items entitling Owner to a set-off against the amount recommended including but not limited to, the aggregation of liquidated damages; or e. Owner has actual knowledge of the OccmTence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer. Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action 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, when Contractor corrects to Owner's satisfaction the reasons for such action. 3. If it is subsequently determined that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1. 14.03 Conlraclor's 1 ParrantY of Title A. Contractor warrants and guarantees that title to all \Fork, materials, supplies and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. No materials or supplies for the Work shall be purchased subject to any security interest, or under a conditional sales contract or other agreement by which an interest is retained by the seller. 14.04 Substantial Comj)lelion 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 (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor's notification, Owner, Agency, Contractor, and Engineer shall make a prefinal 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 tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. `['here shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate 00710 - 54 ITB #22-001 Ocoee Wellness Park or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy all), substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference Nwith Contractor's performance of the remainder of the Work, subject to the following conditions. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and 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 14.04 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 5.10 regarding property insurance. 14.06 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. Agency, and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 00710 - 55 ITB #22-001 Ocoee Mlellness Park 14.07 Final Payment A. Applicafion.lbr PcVnnew 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, marked -up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B,7: b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens tiled in connection with the Work. In lieu of the releases or waivers of Liens specified in Paragraph 14.07 A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner or Owner's property might in any sway be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in ftrll. Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. 4. Notwithstanding any other provision of these Contract Documents to the contrary, Owner and Engineer are under no cluty or obligation whatsoever to any Subcontractor, laborer or other party to ensure that payments due and owing to any of them are or will be made. Such parties shall rely only on the Contractor's payment and performance bonds and the obligations of the Surety as remedy of nonpayment. B. Engineer's Review of'Applicalion and Aceeptanee 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 V cork has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. 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. Pavmenl Becomes Due 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. 00710 - 56 ITB 922-001 Ocoee Wellness Park 14.08 Final Complelion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been fiu•nished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fiilly completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. The remaining balance of any sum included in the final Application for Payment but held by OWNER for Work not fully completed and accepted will become due when the Work is full), completed and accepted. 14.09 [Vaiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. a wwaiver of all Claims by Contractor against Owner other than those previously made in accordance wwith the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner 11 aY Suspend I'Vork 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 notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05; however, if the Owner stops Work under Article 13.05 or suspends services under Article, or suspends the Work or any portion thereof because of the Contractor is endangering persons and property, the Contractor shall be entitled to no extension of Contract Time or increase in Contract Price." 15.02 Owner Aduy Terminale for Coarse A. The occurrence of any one or more of the following events Will justify termination for cause: 1. Contractor's persistent failure to perform the VArork 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 established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); or 2. If the Contractor assigns or delegates its duties under this Contract or any substantial part thereof without the previous written consent of Owner, or if the Contract or any claim thereunder shall be assigned by Contractor otherwise than as herein specified; or 3. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; or 4. Contractor's material disregard of the authority and directives of the Engineer; or 00710 - 57 ITB #22-001 Ocoee Wellness Park 5. Contractor's violation or material breach of any provisions of the Contract DOCuuneits; or 6. Contractor's abandonment of the Work to be done under this Contract. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contactor: I . exclude Contractor from the Site, and lake possession of the Work and of all Contractor's tools, appliances. construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. 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 3. complete the Work as Owner may deem expedient. C. If Owner procceds as provided in Paragraph 15.02.13, Contractor shall not be entitled to receive any further payment until the Work is completed, If the unpaid balance of the Contact Price exceeds 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) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contactor. If such claims, costs, losses, and damages exceed 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. D. Notwithstanding Paragraphs 15.02.13 and 15.02.C, Contractor's services will not be terminated if Contactor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. 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. Any retention or payment of moneys due Contactor by Owner will not release Contractor fi•om liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.13, and 15.02.C. 15.03 Owner dda>>. Terminale For Convenience A. Upon seven days written notice to Contractor and Engineer. Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. hn such case, Contractor shall be paid for (without duplication of any items): I. 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 Oil such expenses: 3. 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) incurred in settlement of terminated contracts with Subcontractors. Suppliers, and others; and 4. reasonable expenses directly attributable to termination. 00710 - 58 ITB #22-001 Ocoee Wellness Park B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out Of Or resulting from Such termination. 15.04 Contractor A,lay Stop IPork or Terminate A. If, through no act or fault of Contractor. (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension Or failure within that time, terminate the Contract and recover fiom Owner payment of the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to an), other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 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 16 — DISPUTE RESOLUTION AND WAIVER OF TRIAL BY JURY 16.01 A. As a condition precedent to the tiling of any suit or other legal proceeding, the parties shall endeavor to resolve claims, disputes or other matters in question by Mediation. Mediation shall be initiated by any party by serving a written request for same on the other party. The parties shall by mutual agreement select a Mediator within fifteen (15) days of the date of the request for Mediation. If the parties cannot agree on the selection of a Mediator, then the owner shall select the Mediator, who, if selected solely by the Owner, shall be a Mediator certified by the Supreme Court of Florida. No suit or other legal proceeding shall be filed until the iediator declares an impasse, which declaration, in any event, shall be deemed as issued by the Mediator not later than sixty (60) days after the initial Mediation Conference. The CONTRACTOR will carry on the Work and maintain the progress schedule during any dispute. Venue for any litigation, at law or equity, shall lie exclusively in The Circuit Court of the Ninth Judicial Circuit Court in and f'or Orange County, Florida. 16.02 This Contract, or any provision hereof, shall be construed and interpreted, and any litigation arising therefrom, shall be governed by the laws of the State of Florida. 16.03 The CONTRACTOR and OWNER waive trial by jury in any action, proceeding or claim which may be brought by either of the parties hereto against the other on any matters concerning or arising out of this Contract. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of' the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended. or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 3. Both the address given in the Bid Form upon which this Agreement is founded, and Contractor's office at or near the site of the Work are hereby designated as places to either of which notices, letters, and other 00710 - 59 ITB #22-001 Ocoee Wellness Park communications to Contractor shall be certified, mailed, or delivered. The delivering at the above named place. or depositing in a postpaid wrapper directed to the fast -named place, in any post office box regularly maintained by the U.S. Postal Department, of any notice, letter or other communication to Contractor shall be deemed Sufficient service thereof upon Contractor; and the date of said service shall be the date of such delivery or mailing. The first -named address may be changed at any time by art instrument in writing, executed and acknowledged by Contractor, and delivered to Owner and Engineer. Nothing herein contained shall be deemed 10 preclude or render inoperative the service of any notice, letter, or other communication upon Contractor personally. 17.02 Congmlalion offintes A. When any period of time is referred to in the Contract Documents 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 applicablejurisdiction. such day will be omitted fi•om the computation. 17.03 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 Documents. 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. 17.04 Survival of Obligctlions A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment. completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Heaclings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 17.06 The form of all submittals, notices, change orders, and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Engineer. During the pre -construction meeting, the Engineer shall provide to the Contractor one set of such project administration forms to be utilized during the construction of this project These forms are referenced as: Forms Used by the Engineer and/or Owner's Representative 00844 Non-compliance Notice 00845 Field Order 00847 Request for Proposed Change 00848 Daily Report - Technician's Construction Report Forms Used by the Contractor 00861 a Pay App - Application for Payment 00861 b Pay App - Summary of Values 00861 c Pay App - Contractor's Certificate of Payment 00863 Final Release of Lien 00864 Shop Drawing Submittal 00865 Certificate of Final Inspection 00710 - 60 ITB #22-001 Ocoee Wellness Park 00868 Contractor Request for Information 00879 Waiver and Release of Lien upon Final Payment 00881 Waiver and Release or Lien upon Progress Payment 00883 Contractor's Final Affidavit 00885 Contractor's Interim Affidavit 17.07 The Contractor shall comply with Florida's Archives and Historical Act (Florida Statutes Chapter 267) and the regulations of the local historic preservation board as applicable and protect against the potential loss or destruction of significant, historical or archaeological data, sites, and properties in connection with the project. 17.08 If apprentices are required or utilized on this project, then the provisions of Chapter 446, Florida Statutes, shall govern. 17.09 If the price of this Agreement/Contract equals or exceeds $50,000 and if the Contractor has 50 or more employees, the Contractor shall file with the Owner, within 30 calendar days after the award of this Agreement/Contract, a report on Standard Form 100 (EEO-1), which has been promulgated jointly by the Office of Federal Contract Compliance Programs, the Equal Employment Opportunity Commission, and Plans for Progress, unless the Contractor has submitted such a report within 12 months preceding the date of award of this Agreement/Contract In addition, the Contractor shall ensure that each construction subcontractor having 50 or more employees and a lower -tier construction subcontract with a price equaling or exceeding $50,000 also files with the Owner, within 30 calendar days after the award to it of the lower -tier construction subcontract, a report on Standard Form 100 (EEO-1) unless the construction subcontractor has submitted such a report within 12 months preceding the date of award of the lower -tier Construction subcontract. (Subsequent reports are to be submitted annually in accordance with 41 CFR 60-1.7(a) or at such other intervals as the Director of the Office of Federal Contract Compliance Programs may require.) ARTICLE t8 — FEDERAL REQUIREMENTS 18.01 Financing Agency Nol a Pa ), A. This Contract may be funded in part with finds provided by a State or Federal Agency. Neither Agency, nor any of its departments, entities, or employees is a party to this Contract. 18.02 Contract Approval A. Owner and Contractor will furnish Owner's attorney such evidence as required so that Owner's attorney can complete and execute the following "Certificate of Owner's Attorney" (Exhibit GC -A) before Owner submits the executed Contract Documents to Agency for approval. B. Concurrence by Agency in the award of the Contract is required before the Contract is effective. 18.03 Coinfliel of Interest A. Contractor may not knowingly contract with a supplier or manufacturer if the individual or entity who prepared the plans and specifications has a corporate or financial affiliation with the supplier or manufacturer. B. Owner's officers, employees, or agents shall not engage in the award or administration of this Contract if a conflict of interest, real or apparent, would be involved. Such a conflict would arise when: (i) the employee, officer or agent; (ii) any member of their immediate family; (iii) their partner or (iv) an organization that employs, or is about to employ, any of the above, has a financial interest in Contractor. Owner's officers, employees, or agents shall neither solicit nor accept gratuities, favors or anything of monetary value from Contractor or subcontractors. 00710 - 61 ITB #22-001 Ocoee Wellness Park 18.04 Grolrrtlies A. If Owner finds after a notice and hearing that Contractor, or any of Contractor's agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or otherwise) to any official, employee, or agent of Owner or Agency in an attempt to secure this Contract or favorable treatment in awarding, amending, or malting any determinations related to the performance of this Contract, Owner may, by written notice to Contractor, terminate this Contract. Owner may also pursue other rights and remedies that the law or this Contract provides. However, the existence of the facts on which Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contract. B, In the event this Contract is terminated as provided in paragraph 18,04.A. Owner may pursue the same remedies against Contractor as it could pursue in the event of a breach of this Contract by Contractor. As a penalty, in addition to any other damages to which it may be entitled by law, Owner may pursue exemplary damages in a❑ amount (as determined by Owner) which shall not be less than three nor more than ten times the costs Contractor incurs in providing any such gratuities to any such officer or employee. 18.05 Audit and Access to Records A. For all negotiated contracts and negotiated modifications (except those of $10,000 or less), Owner, Agency, the Comptroller General, or any of their duly authorized representatives, shall have access to any books, documents, papers, and records of the Contractor, which are pertinent to the Contract, for the purpose of making audits, examinations, excerpts and transcriptions. Contractor shall maintain all required records for three years after final payment is made and all other pending matters are closed. 18.06 Small, 1fioorih) mud FPomen's Businesses A. If Contractor intends to let any subcontracts for a portion of the Nwork. Contractor shall take affirmative steps to assure that small. minority and women's businesses are used when possible as sources of supplies, equipment, construction, and services. Affirmative steps shall consist of: (1) including qualified small, minority and women's businesses on solicitation lists; (2) assuring that small, minority and women's businesses are solicited whenever they are potential sources: (3) dividing total requirements when economically feasible, into small tasks or quantities to permit maximum participation of small, minority, and women's businesses; (4) establishing delivery schedules, where the requirements of the work permit, which will encourage participation by small, minority and women's businesses; (5) using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the U.S. Department of Commerce; (6) requiring each party to a subcontract to take the affirmative steps of this section; and (7) Contractor is encouraged to procure goods and services from labor surplus area firms. 18.07 Anti -Kickback A. Contractor shall comply with the Copeland Anti -Kickback Act (18 USC 874 and 40 USC 276c) as supplemented by Department of Labor regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States"). The Act provides that Contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public facilities, to give up any part of the compensation to which they are otherwise entitled. Owner shall report all suspected or reported violations to Agency. 18.08 Clean Air (ind Pollution Control Acts A, If this Contract exceeds $100,000, Contractor shall comply with all applicable standards. orders or regulations issued pursuant to the Clean Air Act (42 USC 7401 el seq.) and the Federal Water Pollution Control Act as amended (33 USC 1251 et seg.). Contractor will report violations to the Agency and the Regional Office of the EPA. 00710 - 62 ITB #22-001 Ocoee Wellness Park 18.09 State Energy Policy A. Contractor shall comply with the Energy Policy and Conservation Act (P.L. 94-163). Mandatory standards and policies relating to energy efficiency, contained in any applicable State Energy Conservation Plan, shall be utilized. 18.10 Equal Opport nitV Requirements A. If this Contract exceeds $10,000, Contractor shall comply with Executive Order 11246, "Equal Employment Opportunity," as amended by Executive Order 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," and as Supplemented by regulations at 41 CFR part 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor." B. Contractor's compliance with Executive Order 11246 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative active obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and Contractor shall make a good faith effort to employ minorities and Nvomen evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. C. Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10.000 at any tier for construction work under the Contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the Contract is to be performed. 18.11 Restrictions on Lobbying A. Contractor and each subcontractor shall comply with Restrictions on Lobbying (Public Law 101-121, Section 319) as supplemented by applicable Agency regulations. This Law applies to the recipients of contracts and subcontracts that exceed $100,000 at any tier under a Federal loan that exceeds $150,000 or a Federal grant that exceeds $100,000, If applicable, Contractor must complete a certification form on lobbying activities related to a specific Federal loan or grant that is a funding source for this Contract. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a rnenrber of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or an), other award covered by 31 USC 1352. Each tier shall disclose any lobbying with non -Federal finds that takes place in connection with obtaining any Federal award. Certifications and disclosures are forwarded from tier to tier up to the Owner. Necessary certification and disclosure forms shall be provided by Owner. 18.12 Environmental Requirements A. When constructing a project involving trenching and/or other related earth excavations, Contractor shall comply with the following environmental constraints: 1. Wetlands — When disposing of excess, spoil, or other construction materials on public or private property, Contractor shall not fill in or otherwise convert wetlands. 2. Floodplains — When disposing of excess, spoil, or other construction materials on public or private property, Contractor shall not fill in or otherwise convert 100-year floodplai❑ areas delineated on the latest Federal 00710 - 63 ITB #22-001 Ocoee Wellness Park Emergency Management Agency Floodplain Maps, or other appropriate maps, i.e., alluvial soils on NRCS Soil Survey \laps. 3. Historic Preservation — Any excavation by Contractor that uncovers an historical or archaeological artifact shall be immediately reported to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the State Historic Preservation Officer (SHPO). 4. Endangered Species — Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habitat. Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the attention of Contractor, Contractor will immediately report this evidence to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the U.S. Fish and Wildlife Service. 00710 - 64 1TB #22-001 Ocoee Wellness Park SECTION 00840 NOTICE OF AWARD PART 1 - GENERAL 1.01 INSTRUCTIONS FOR NOTICE OF AWARD A. The Notice of Award notifies the Contractor that the City Commission has awarded the bid to your company. The Notice of Award contains specific instructions on the requirements for the contract documents and prc-construction meeting. B. The Notice of Award will be accompanied by the contract. The Contractor will sign the contract documents and return along with the required insurance certificate, and performance and payment bonds, if required, and any other documents required to finalize the contract documents. END OF SECTION 00840-1 ITB #22-001 Ocoee Wellness Park SECTION 00841 PART I - GENERAL 1.01 INSTRUCTIONS FOR NOTICE TO PROCEED A. Upon receipt of all signed contract documents, including certificate of insurance, and recorded performance and payment bonds_. the City will issue a Notice to Proceed. B. The Notice to Proceed will contain the start date, substantial completion, and final completion dates for the project. C. Contractor to acknoNvIedge receipt of the Notice to Proceed. The Notice to Proceed will become part of the contract documents. END OF SECTION 00841-1 I'm 822-001 Ocoee WdIness Park SECTION 00842 .'- . l _ I) PART 1 - GENERAL 1.01 INSTRUCTIONS FOR CHANGE ORDER A. hi the event that a change, modification, deletion and/or increase in material, labor, and/or equipment is needed or requested by the City, the City may seek pricing and/or credit from the Contractor. B. If pricing is acceptable by the Engineer, City shall prepare either Form 00842a or Form 00842b "CHANGE ORDER" located in Division 4 — Miscellaneous Forms, and obtain necessary authorization from either the City Manager or City Commission, whichever is applicable, based on approving authority. C. Change Order will be executed by Contractor and amended into the contract documents. END OF SECTION 00842-1 ITB #22-001 Ocoee NVellness Park S>ECI'ION 00843 PART I - GENERAL I.01 INSTRUCTIONS FOR CERTIFICATE OF SUBSTANTIAL COMPLETION A. Upon final inspection and correction of deviations, the City shall prepare Form 00843 "CERTIFICATE OF SUBSTANTIAL COMPLETION", located in Division 4 — Miscellaneous Forms; where upon execution, the Contractor of the project shall be considered "Substantially Completed." END OF SECTION 00843- I ITB #22-001 Ocoee wellness Park SECTION 00844 PART] -GENERAL 1.01 INSTRUCTIONS FOR NON-COMPLIANCE NOTICE A. If the Engineer determines the work and/or operations of the Contractor are not in compliance with the Contract document, and/or are being completed in an unsafe or dangerous manner, the Engineer shall provide written notification using Form 00844 "NON-COMPLIANCE NOTICE", located in Division 4 — Miscellaneous Forms. B. Contractor shall respond to the "Non -Compliance Notice" within 24 hours with the assertion that the unsafe or dangerous circumstance will be corrected immediately. END OF SECTION 00844-1 ITB #22-001 Ocoee wellness Park SECTION 00845 FIELD ORDER & DIRECTIVE PART I - GENERAL 1.01 INSTRUCTIONS FOR FIELD ORDER -DIRECTIVE A. Contractor may request and/or City may provide field directives as needed, by the City providing the Contractor with a written directive, utilizing Form 00845 "FIELD ORDER/DIRECTIVE", as located in Division 4 — Miscellaneous Forms. B. Written directive shall not be a change that affects the Contract amount, unless an approved Change Order is authorized. END OF SECTION 00845-1 ITB 922-001 Ocoee Wellness Park SECTION 00847 1.01 INSTRUCTIONS FOR REQUEST FOR PROPOSED CHANGE A. The City, requesting a change to the Contract, including but not limited to, material, labor, and/or equipment, shall prepare Section A of Form 00847 "REQUEST FOR PROPOSED CHANGE" located in Division 4 — Miscellaneous Forms and provide to Contractor. B. Contractor shall submit proposal within seven (7) days of receipt of completed Section A of Form 00847 "REQUEST FOR PROPOSED CHANGE", including all supporting information needed by the Contractor in developing a complete proposal. C. Upon obtaining acceptable proposal from Contractor, the Engineer shall complete Section B of Form 00847 "REQUEST FOR PROPOSED CHANGE" and seek the applicable approval based on City Authorization Authority. END OF SECTION 00847-1 1TB #22-001 Ocoee wellness Park SECTION 00848 PART 1 - GENERAL 1.01 INSTRUCTIONS FOR DAILY CONSTRUCTION REPORT A. The Contractor shall on a daily basis review progress of the project, this includes Nvorlc completed, and shall measure/confirm daily items for payment. B. The Contractor shall record the Contractor's daily efforts, important issues, Nveather affecting the Contractor's efforts, Contractor personnel and equipment ❑eeded for daily operations, and measure/confirm daily items for payment in Form 00848 "Daily Construction Report" (DCR), located in Division 4 — Miscellaneous Forms. C. The Contractor shall maintain an ongoing summary of work to date based on the confirmed DCRs that shall be used for completion of the payment application per Section 00861. END OF SECTION 00848-1 ITB #22-001 Ocoee wellness Park SECTION 00861 APPLICATION AND CERTIFICATION FOR PAYMENTS PART 1 - GENERAL 1.01 INSTRUCTIONS FOR APPLICATION AND CERTIFICATION FOR PAYMENTS A. To initiate a partial payment, the Contractor shall request completed Form 00861A "Application for Payment" and Form 00861B "Summary of Values to Date" located in Division 4 — Miscellaneous Forms from the City. The Contractor's request shall include the end date for the partial payment period. B. City shall provide completed "Application for Payment" and "Summary of Values to Date" forms for Contractor's use. C. Contractor shall cover "Application for Payment" and "Summary of Values to Date" forms with fiilly executed Form 00861C "Contractor's Certification of Payment" located in Division 4 — Miscellaneous Forms for every pay request. END OF SECTION 00861-1 rrB 922-001 Ocoee wellness Park SECTION 00863 CONTRACTOR'S FINAL RELEASE OIL LIEN PART 1 - GENERAL 1.01 INSTRUCTIONS FOR FINAL RELEASE OF LIEN A. Contractor shall complete and submit Form 00863 "FINAL RELEASE OF LIEN" located in Division 4 — Miscellaneous Forms including any required supporting information and/or release(s). END OF SECTION 00863-1 ITB €E22-001 Ocoee Wellness Park SECTION 00864 e_4' 1111MI� L INTFUZU PART 1-GENERAL 1.01 INSTRUCTIONS FOR SHOP DRAWING SUBMITTAL FORM A. Contractor shall provide cover on all shop submittals using Form 00864 "SHOP DRAWING SUBMITTAL FORM" located in Division 4 — Miscellaneous Forms for City approval, denial or corrections. B. City shall provide copy of cover back with submittals for Contractor use, and if applicable, corrections. END OF SECTION 00864-1 ITB #22-001 Ocoee wellness Park SECTION 00865 PART 1 - GENERAL 1.01 INSTRUCTIONS FOR CERTIFICATE OF FINAL INSPECTION A. City shall acknowledge the occurrence of a final inspection by City staff and the Contractor by completing and providing Form 00865 "CERTIFICATE OF FINAL INSPECTION" located in Division 4 — Miscellaneous Forms. Attached to the form shall be a list of outstanding items needing completion. END OF SECTION 00865-I ITB #22-001 Ocoee Wellness Park SECTION 00868 PART 1 - GENERAL 1.01 INSTRUCTIONS FOR CONTRACTOR REQUEST FOR INFORMATION A. During the project Contractor may want more information or detail from the project designer and/or Engineer. Contractor shall request the information by completing Form 00868 "Contractor Request for Information" located in Division 4 — Miscellaneous Forms. B. City shall complete second half of form and provide copy back to Contractor with any supporting information needed to complete the request. END OF SECTION 00868-1 ITB #22-001 Ocoee wellness Park SECTION 00879 WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT PART 1-GENERAL 1.01 INSTRUCTIONS FOR WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT A. The Contractor shall obtain and provide originals of the completed Form 00879 "Waiver and Release of Lien Upon Final Payment", located in Division 4 — Miscellaneous Forms, from each vendor, sub -consultant and/or material supplier that provided notice to the City and/or the Contractor. END OF SECTION 00879-1 ITB #22-001 Ocoee Wellness Park SECTION 00881 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT PART 1 - GENERAL 1.01 INSTRUCTIONS FOR WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT A. The Contractor shall obtain and provide originals of completed Form 00881 "Waiver and Release of Lien Upon Progress Payment", located in Division 4 — Miscellaneous Forms, from each vendor, sub -consultant and/or material supplier that provided notice to the City and/or the contractor. END OF SECTION 00881-I ITB #22-001 Ocoee Wellness Park CONTRACTOR'S FINAL AFFIDAVIT PART 1 - GENERAL 1.01 INSTRUCTIONS FOR CONTRACTOR'S FINAL AFFIDAVIT A. Contractor shall execute and submit to the Engineer Form 00883 "Contractor's Final Affidavit" located in Division d — Miscellaneous Forms. END OF SECTION 00883-1 ITB #22-001 Ocoee Wellness Park SECTION 00885 PART 1 - GENERAL 1.01 INSTRUCTIONS FOR CONTRACTOR'S INTERMIN AFFIDAVIT A. Contractor shall execute and submit to the Engineer Form 00885 "Contractor's Interim Affidavit" located in Division 4 — Miscellaneous Forms. END OF SECTION 00885-1 ITB #22-001 Ocoee wellness Park SECTION 00900 W�h PART] -GENERAL 1.01 INSTRUCTIONS FOR ADDENDA(S) A. All Addenda issued during the bidding phase (before bid opening) and mutually agreed upon after bid opening shall be attached to Section 00900, Addenda(s) and shall be part of the contract documents. 00900-1 11'B H22-001 Ocoee Wellness Park +t � h� i H I �� s '�31 �G� � OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 11 00 SUMMARY OF WORK PART I -GENERAL 1.1 SCOPE OF WORK & OWNER'S REPRESENTATIVE A. Work included: Ocoee Wellness Park is located on South Bluford Avenue, Ocoee, Florida. All Nvork for the project shall be constructed in accordance with the drawings and specifications prepared for the City by Community Solutions Group/GA1 Consultants, Inc. The project will be aNvarded and constructed, in conformance with these plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work to construct and make complete the Ocoee Wellness Park for public use. B. The Deputy Development Services Director/CRA Administrator will serve as the City of Ocoee primary contact during construction. As referenced in these specifications, the term Owner's Representative collectively denotes the project's contract management team, Nvhich includes staff from various City departments and the project's engincer/landscape architect of record, Community Solutions Group/GAI Consultants, Inc, C. In conformance with the requirements of Notice and Service of the General Conditions, all notices or other papers required to be delivered by the Contractor to the Owner shall be delivered to: Ginger Corless, AICP, CPRP Deputy Development Services Director/CRA Administrator 150 N. Lakeshore Drive Ocoee, FL 34761 D. The Owner's Representative shall provide construction administration services for this project with respect to design related issues, and acceptance of materials and workmanship. Such construction administration services are provided solely to evaluate the Contractor's work lot - compliance with the contract documents and shall not be effective to assign to the Owner's Representative with any duty to supervise or direct the performance of the work, not, create any responsibility for acts or omissions of the Contractor or any subcontractor or supplier. E. Related work: Work affecting this Section includes, but is not necessarily limited to, General Conditions and Special Conditions 1.2 WORK COVERED BY THE CONTRACT DOCUMENTS A. Work under this contract comprises furnishing the labor, material, equipment, tools, services and other incidentals required to construct and make complete for use the construction of Ocoee Wellness Park. The construction consists generally of site preparation, concrete walkways, asphalt paving, wood board\valk, electrical, site furnishings, landscaping, and irrigation. B. This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the contract Documents. 011100-1 Summary of Work ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS C. Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor ofthe responsibility of furnishing the item as part of the work at no additional cost to the Owner. D. The Contractor shall perform the work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction. E. All work activities shall be required to be in accordance with the permits issued by the respective agencies. F. The Contractor shall comply with all Federal, State and local laws, rules and regulations which are applicable to this Project. G. All work performed will be required to be done while maintaining the functional operation of the surrounding roadways and driveways including South Bluford Avenue, Old Winter Garden Road, Ocoee Commerce Parkway, and Central Commerce Lane. The work should not impact the daily operations of the City's Police Department or businesses located on Ocoee Commerce Parkway. 1.3 CONTRACT METHOD A. Construct the work based on the unit prices and lump sum amounts as presented on the bid form. . B. Relations and responsibilities between General Contractor, subcontractors and Owner shall be as defined in General Conditions of the Contract. 1.4 OCCUPANCY OF THE SITE A. Conduct operations as to ensure the least inconvenience to the general public. B. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials stored at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the Owner. 1.5 WORK SEQUENCE A. The Contractor shall establish their work sequence based on the use of crews to facilitate completion of construction and testing within the allotted Contract Time. PART 2 - PRODUCTS 2.1 (Not Applicable) PART 3 - EXECUTION 3.1 (Not Applicable) END OF SECTION 01 11 00 01 11 00 - 2 Summary of Work ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I - GENERAL REQUIREMENTS SECTION 01 20 00 PRE -CONSTRUCTION CONFERENCE PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. Work included: To help clarify construction contract administration procedures, the Owwner's Representative will conduct a Pre -construction Conference prior to start oftlie Work. Provide attendance by the designated personnel. B. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of all Divisions of these Specifications. 1.2 QUALITY ASSURANCE A. For those persons designated by the Contractor, his sub -contractors, and suppliers to attend the Pre -construction Conference, provide required authority to commit the entities they represent to solutions agreed upon in the Conference. 1.3 SUBMITTALS A. To the maximum extent practicable, advise the Owner's Representative at least 24 hours in advance of the Conference as to items to be added to the agenda. B. The Contractor will compile minutes of the Conference, and will provide a digital copies (PDF) of the Minutes to the Owner's Representative. The Contractor may distribute minutes to their sub -contractors as they wish. 1.4 PRE -CONSTRUCTION CONFERENCE A. The Conference will be scheduled to be held vwithin 10 days after the Owner has issued the Notice to Proceed, but prior to actual start of the Work. B. Attendance Provide attendance by authorized representatives of the Contractor and major subcontractors. 2. The Owner's Representative will advise other interested parties and request their attendance. C. Minimum Agenda: Date will be distributed and discussed on: Organizational arrangement of Contractor's forces and personnel, and those subcontractors, materials suppliers, and others as defined by the Owner's Representative. 2. Channels and procedures for communication; 012000-1 Preconstruction Conference ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION 1 - GENERAL REQUIREMENTS 3. Construction schedule, including sequence of critical work; 4. Contract Documents, including distribution of required copies of drawings and revisions; 5. Processing of Shop Drawings and other data submitted to the Owner's Representative for review; 6. Processing of field decisions and Change Orders; 7. Rules and regulations governing performance of the Work. PART 2 - PRODUCTS 2.1 (Not Applicable) PART 3 - EXECUTION 3.1 (Not Applicable) END OF SECTION 01 20 00 012000-2 Preconstruction Conference I'm #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 25 13 PRODUCT SUBSTITUTIONS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Make substitutions under the requirements of the Contract Documents, and submit the necessary information required by the contract documents to establish compliance with those documents. B. Individual requirements for Substitutions also may be described in pertinent Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Coordination of Substitutions: 1. Prior to each submittal for Substitution, carefully review and coordinate all aspects of each item being submitted. 2. Verify that each item and the data submitted for it conform in all respects with the specified requirements, 3. By affixing the Contractor's signature to each submittal, certify that this coordination has been performed. 1.3 SUBMITTALS A. Voluntary substitutions shall be made at the time of bidding on the Substitution Request Form included in this section. Supportive submittal data, shop drawings, samples, etc., shall be made in accordance with Section 01 33 00, Submittals. PART 2 - PRODUCTS 2.1 SUBSTITUTION REQUEST FORM A. Contractor's Base Bid shall be per Drawings and Specifications using only manufacturers listed. l . Voluntary substitutions for products may be requested during bidding period or by submitting completed Substitutions Request Form with the Bid. 2. Owner's Representative evil] consider requests from the Contractor, utilizing this section for the Substitutions of Products in place of those specified, only when: 1. Substitution is listed at time of bidding, oil the form provided therefore in the bidding documents, 2. and when substantiated by the Contractor's submittal data within 20 calendar days after award of the contract. 01 25 13- 1 Product Substitutions ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS B. Substitution Request Form is attached to this Section. C. Submit separate request for each substitution. 2.2 SUBSTITUTION SUPPORT DATA A. Support each request with: 1. Complete data substantiating compliance of the proposed substitutions with requirements stated in Contract Documents. a. Product identification, including manufacturer's name and address b. Manufacturer's literature; identify 1) Product description. 2) Reference Standards. 3) Performance and test data. c. Samples, as applicable d. Name and address of similar projects on which product has been used and date of each installation. 2. Itemized comparison of the proposed substitution with project specified; list significant variations. 3. Data relating to changes in construction schedule. 4. Any effect of substitution on separate contracts. 5. List of changes required in other work of products. 6. Accurate cost data comparing proposed substitutions product specified. 7. Designation of required license fees or royalties. 8. Designation of availability of maintenance services, sources or replacement materials. PART 3 - EXECUTION 3.1 SUBSTITUTION PROCEDURE A. Furnish and install Products specified, under options and conditions for substitutions stated in this Section. B. Contractor's Options: 1. For Products specified only by reference standard, select Product meeting that standard, by any manufacturer. 0125 13- 2 Product Substitutions ITB ##22-001 Ocoee wellness Park OCOEE WELLNESS PARK DIVISION I - GENERAL REQUIRE, MENTS 2. For Products specified by naming several Products or manufacturers, select any one of products and manufacturers named which complies with specifications. 3. For Product specified by naming several Products or manufacturers and stating "or equivalent", "or equal", or "Architect approved equivalent", or similar wording, submit a request as for substitutions for any Product or manufacturer which is not specifically named for review and approval by the Owner's Representative. D. Substitutions will not be considered for acceptance when; They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. Acceptance will require substantial revision of Contract Documents. 3. In judgment of Owner's Representative, do not include adequate information necessary for a complete evaluation. 4. If requested after bids are received. E. Substitute products shall not be ordered or installed without acceptance of Owner's Representative. F. ON-vner's Representative will determine acceptability of proposed substitutions. G. Contractor's Representation: In making formal request for substitution, Contractor represents that: a. They have investigated proposed product and determined that it is equivalent to or superior in all respects to that specified. b. They will provide same warranties or bonds for substitutions as for product specified. c. They will coordinate installation of accepted substitution into the Work, and \vill make such changes as may be required for the Work to be complete in all respects. d. They waive claims for additional costs caused by substitutions which may be subsequently become apparent. e. Cost data is complete and includes related costs under his Contract, but not: 1) Costs under separate contracts. f. Cost data need not be submitted if request is for inclusion in an addendum. Requests after Contract award shall contain complete cost comparison. 012S 13- 3 Product Substitutions I'm 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL REQUIREMENTS H. Owner's Representative's Duties: Review Contractor's requests for substitutionl with reasonable promptness. 2. Notify Contractor, in writing, of decision to accept or reject requested substitution. 0125 13- 4 Pi-oduct Substitutions ITB 922-001 Ocoee wellness Park OGEE MIELLNESS PARK DIVISION I - GENERAL REQUIREMENTS 0125 13 SUBSTITUTION REQUEST FORM: CONTRACT AWARD DATE: TO: PROJECT: We hereby submit for your consideration the following product instead of the specified item for the above project: DRAWING SPEC, SECT, NO. PARAGRAPH SPECIFIED ITEM Proposed Substitution: Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation, Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. Pill in the blanks below. 1. Does the substitution affect dimensions shown on the Drawings? Yes No If yes, indicate changes. 2. Will the undersigned pay for changes to the park's design, including engineering and detailing costs caused by requested substitution? Yes No If no, fully explain, 3. What affect does Substitution have on other Contracts or other trades? 4. What affect does substitution have on the Construction Schedule? 5. Manufacturer's Warranties of the proposed and specified items are: Same Different (explain on attachment). Reason for request: 6. 01 25 13- 5 Product Substitutions ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS 6. Itemized comparison of specified item (s) with the proposed substitutions; list significant variations: 7. Accurate cost data comparing proposed substitution with product specified. 9. Designation of maintenance services and sources: (Attach additional sheets if required.) ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE Accepted Accepted as noted Undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted by: In Signature Title Date: Firm Address Telephone Date CERTIFICATE OF EQUAL PERFORMANCE: (For Use by Owner's Representative) Accepted Accepted as noted Received too late Remarks: Signature shall be by person having authority to legally bind his firm to the above items. Failure to provide legally binding signature will result in retraction of approval. END OF SECTION 01 25 13 0125 13- 6 Product Substitutions ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION I — GENERAL REQUIREMENTS SECTION 01 29 00 —MEASUREMENT FOR PAYMENT PART I - GENERAL 1.1 DESCRIPTION A. The Contractor shall receive and accept the compensation provided in the Contract as full payment for furnishing all materials, labor, tools and equipment for performing all operations necessary to complete the wort: Under the Contract, plus any miscellaneous items and services that may not be specifically identified in the Contract Drawings and Specifications but that can be inferred from the Contract Drawings and Specifications and are necessary to produce a completed Work that is usable in a manner for which it vwas intended. If any items for a complete work are omitted or not shown, the Contractor shall furnish and install them without additional cost to the ONvner, and also in full payment for all loss or damages arising from the nature of the Work or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the final acceptance by the Owner. B. The prices stated in the Bid Form include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the Work as shown on the Drawings and specified herein. C. The Contractor's attention is again called to the fact that the quotations for the various items of Work are intended to establish a total price for completing the Work in its entirety. Should the Contractor feel that the cost for any item of Work has not been established by the Bid Form or Payment Items, lie shall include the cost for that Work in some other applicable bid item, so that his proposal for the Project does reflect his total price for completing the Work in its entirety. D. The Contractor shall prepare and subinit an Application for Payment once per month. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 PAYMENT ITEMS Bid Item No.I — Mobilization & De -mobilization 1. Description: The measurement and payment item includes the preparatory work and operations in mobilizing for beginning wort: on the Project and demobilizing for ending work on the Project. The establishment of field offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, State and local laws and any other pre -construction expense necessary for the state of the Work; the cost of field engineering, construction schedules, preconstruction video and photographs, shop drawings, temporary facilities, lay clown storage area, construction aids, erosion control, work associated with Contractor support during Owner/Engineer 01 29 00 - 1 Measurement for Payment ITI3 #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1— GENERAL REQUIREMENTS testing, reviews and inspection, re -inspection and any rework resulting from same, cleaning, project record documents, operating and maintenance data. The Contractor shall submit invoices substantiating the cost of mobilization with each pay request. 2. Measurement This item shall be measured as lump sum. 3. Basis of Payment: Payment will be made at the Contract lump sum price for the item. Bid Item No. 2 — General Conditions 1. Description: This measurement and payment item includes all General Conditions, all Insurance requirement costs, and all administrative costs associated with acquiring and maintaining the necessary coverage as described in the Contract Documents. 2. Measurement: This item shall be measured as lump sum. 3. Basis of Payment: Payment will be at the Contract lump sum price for the item. Bid Item No. 3 — Maintenance of Traffic 1. Description: This measurement and payment item consists of supplying all labor, equipment and materials required to provide maintenance of traffic for the project. 2. Measurement: The unit of measurement for this item will be a lump sum. 3. Basis of Payment: Payment shall be made based on the total number of days provided. Bid Item No. 4 — Construction Survey Layout 1. Description: This measurement and payment item consists of supplying all labor, equipment and materials required to provide construction surveying for the project. 2. Measurement: This item shall be ieasured as lump sum. 3. Basis of Payment: Payment will be made at the Contract lump sum price. Bid Item No. 5 — Demolition 1. Description: This measurement and payment item consists of supplying all labor, equipment and materials required to provide demolition for the project. 2. Measurement: This item shall be measured as lump sum. 3. Basis of Payment: Payment will be made at the Contract lump sum price. Bid Item No. 6 — Silt Fence/Erosion Control 1. Description: This measurement and payment item includes the construction of silt fence/erosion control as detailed within the Construction Documents, 2. Measurement: This item shall be measured per linear foot. 3. Basis of Payment: Payment will be made based on the linear feet of silt fence/erosion control placed. Bid Item No. 7 — Earthwork 1. Description: This Measurement and Payment item consists of furnishing all labor, equipment and materials required to complete the earthwork for this project in accordance to Contract Documents. 2. Measurement: The unit of measurement for these items will be per acre. 3. Basis of payment: Payment will be made proportional to the work for this item that is completed. Bid Item No. 8 — Stabilized Boat Access 1. Description: This Measurement and Payment item consists of furnishing all labor, equipment and materials required to complete the stabilized boat access for this project in accordance to Contract Documents. 012900-2 Measurement for Payment ITB #22-001 Ocoee Wellness Park OCOEE FELLNESS PART{ DIVISION I — GENERAL REQUIREMENTS 2. Measurement: The unit of measurement for these items will be each. 3. Basis of payment: Payment will be made proportional to the work for this item that is completed Bid Item No. 9 - Electrical Service (Complete) 1. Description: This Measurement and Payment item consists of furnishing all labor, equipment and materials required to complete the site electrical and lighting for this project in accordance to Contract Documents. Also included in the work is all low voltage electrical and data infrastructure and connections. 2. Measurement: The Unit of measurement for these items will be a lump sum. 3. Basis of payment: Payment will be made proportional to the work for this item that is completed. Bid Item No. 10 —Water Service (Complete) 1. Description: This Measurement and Payment item consists of furnishing all labor, equipment and materials required to install a complete water system for this project in accordance to Contract DoCuments. 2. Measurement: The unit of measurement for these items will be lump sum. 3. Basis of payment: Payment will be made proportional to the work for these items that are completed. Bid Item No. 11 — Site Drainage/Storm-water System (Complete) 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to construct the stormwater system, including all under drains, storm pipes, storm structures and flumes according to Contract Documents. 2. Measurement: The unit of measurement for these items will be lump sum. 3. Basis of Payment: Payment shall be made proportional to the Nvork for this item that is completed. Bid Item No. 12-15 — Concrete 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install concrete walk, curbs and ADA ramp, according to Contract DOCUments. 2. Measurement: The unit of measurement for these items will be per the bid form. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 16 — Compacted Subgrade 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to place compacted subgrade according to Contract Documents. 2. Measurement: The unit of measurement for these items is square yards. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 17-18 — Pavement Striping 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install pavement striping, according to Contract Documents. 2. Measurement: The unit of measurement for these items is per bid form. 01 29 00 - 3 Measurement for Payment ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK DIVISION 1— GENERAL REQUIREMENTS Basis of Payment: Payment shall be made proportional to the work for these items that are completed. Bid Item No. 19 — Relocated Signs 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to relocate, according to Contract Documents. 2. Measurement: This item shall be measured per the bid form. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 20 — Segmented Retaining Walls @ Exercise Stations 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install segmented retaining walls, according to Contract Documents, Measurement: This unit price item shall be measured per linear foot. Basis of payment: Payment shall be made per linear foot of wall property placed. Bid Item No. 21— Cable Railing a, Exercise Stations 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install cable railing, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot. 3. Basis of Payment: Payment shall be per linear foot of railing properly placed. Bid Item No. 22 — Safety Surface @ Exercise Stations 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install the safety, according to Contract Documents. 2. Measurement: This unit price item shall be measured per square yard installed. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 23-24 — Shade Sails @ Exercise Stations I. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install shade sails, according to Contract Documents. 2. Measurement: This item shall be measured per bid item. 3. Basis of Payment: Payment shall be made proportional to the work for these items that are completed. Bid Item No. 25 — Segmented Retaining Wall @ Plaza 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install segmented retaining walls, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot. 3. Basis of Payment: Payment shall be made per linear foot of wall properly placed. Bid Item No. 26 — Cable Railing @ Plaza 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install cable railing, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot. 3. Basis of Payment: Payment shall be made per linear foot of railing properly placed. 012900-4 Measurement for Payment ITB #22-001 Ocoee Welloess Park OCOEE WELLNESS PART{ DIVISION I — GENERAL REQUIREMENTS Bid Item Into. 27 — Concrete Pavers Plaza 1. Description: This measurement and payment item consists of furnishing all labor equipment and material to install concrete pavers, according to Contract Documents. 2. Measurement: This item shall be measured per square foot installed. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 28 — Boardwalk 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to construct wood boardwalk, according to Contract Documents. Measurement: This item shall be measured per square foot installed. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. Bid Item No. 29 — Boardwalk Cable Railing 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install cable railing, according to Contract Documents. 2. Measurement: This emit price item shall be measured per linear foot installed. 3. Basis of payment: Payment shall be made per linear foot of wall properly placed. Bid Item No. 30 — Segmented Retaining Wall @ West End of Boardwalk 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install segmented retaining walls, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot installed. 3. Basis of payment: Payment shall be made per linear foot of railing properly placed. Bid Item No. 31 — Shade Sail @ Boardwalk 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install shade sails, according to Contract Documents. 2. Measurement: This item shall be measured per bid item. 3. Basis of Payment: Payment shall be made proportional to the work for these items that are completed. Bid Item No. 32 — Segmented Retaining Wall @ Seating Area 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install segmented retaining walls, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot installed, 3. Basis of Payment: Payment shall be made per linear foot of wall properly placed. Bid Item No. 33 —Cable Railing 0, Seating Area 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install cable railing, according to Contract Documents. 2. Measurement This item shall be measured per linear foot installed. 3. Basis of Payment: Payment shall be made per linear foot of railing properly placed. 01 29 00 - 5 Measurement for Payment ITB #22-001 Ocoee \Vellness Park OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS Bid Item No. 34 —Gateway Wall 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to install gateway wall, according to Contract Documents. 2. Measurement: This item shall be measured per linear foot installed. 3. Basis of Payment: Payment shall be made per linear foot of wall properly placed. Bid Item Into. 35 — Gateway Sign 1. Description: This Measurement and Payment item consists of fiu•nishing all labor, equipment and materials required to install the gateway sign in accordance to Contract Documents. 2. Measurement: The unit of measurement for these items will be lump sum. 3. Basis of payment: Payment will be made proportional to the work for this item that is completed correctly. Bid Item No. 36-53 — Site Furnishings 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to provide and place all site furnishing, exercise equipment, drinking fountains, benches, pet waste stations, floating fountain, bike rack and flag poles, according to Contract Documents. 2. Measurement: This item shall be measured per site furnishing installed. 3. Basis of Payment: Payment shall be per item purchased and placed. Bid Item No. 54-71 — Landscape 1. Description: This measurement and payment item shall consist of furnishing and providing all labor, plants and materials, tools, and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated within the Contract Documents. This item shall also include labor and materials for final grading and raking to prepare the site for sodding, so finished lawn areas will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. This item also includes plant care and any required replacing of plantings or restoring of damaged areas. 2. Measurement: Measurement of this item: A. Plant Material — The quantity for payment will be the actual number of each type of plant material or tree planted and accepted. B. Mulch — The quantity for payment will be the actual volume quantity of cubic yards of mulch installed and accepted. C. Sod— The quantity for payment will be per square foot 3. Basis of Payment: Payment shall of the work under this section will be paid for at the contract unit prices as listed in the bid form for accepted material Bid Item No. 72 — Irrigation System (Complete) 1. Description: This measurement and payment item shall consist of the installation of a complete irrigation system as delineated on plans, in accordance with applicable section of specifications, and including all valves, piping, wiring, backflow preventers, sprinkler heads, fittings, sleeves, service pipe and controllers, electrical distribution, and all other materials, labor, services, facilities and equipment required for a fully operational and accepted underground irrigation system. 012900-6 Measurement for Payment ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS 2. Measurement: This item shall be measured as lump sum. 3. Basis of Payment: Payment shall be made Payment shall be a limp sum amount for the complete irrigation system. ADD ALTERNATE I Bid Item No. 1 — Boardwalk @ Plaza 1. Description: This measurement and payment item consists of furnishing all labor, equipment and material to construct wood boardwalk, according to Contract DOCUments. 2. Measurement: This unit price item shall be measured per square foot installed. 3. Basis of Payment: Payment shall be oracle proportional to the work for this item that is completed. Bid Item No. 2 — Boardwalk at Grade @ Plaza 1. Description: This measurement and payment item consists of fiurnishing all labor, equipment and material to construct wood boardwalk at grade, according to Contract Documents. 2. Measurement: This unit price item shall be measured per square foot installed. 3. Basis of Payment: Payment shall be made proportional to the work for this item that is completed. END OF SECTION 01 29 00 01 29 00 - 7 Measurement for Payment ITB U22-001 Ocoee wellness Park OCOEE WELLNESS PART{ DIVISION 1 — GENERAL REQUIREMENTS SECTION 0131 19 PROJECT MEETINGS PART 1 - GENERAL 1.1 DESCRIPTION A. Work Included: To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Owner's Representative will conduct project meetings throughout the construction period. B. Related Work 1. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications. 2. The Contractor's relations with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility and normally are not part of project meetings content. 1.2 QUALITY ASSURANCE A. For those persons designated by the Contractor to attend and participate in project meetings, provide required authority to commit the Contractor to solutions agreed upon in the project meetings. 1.3 SUBMITTALS A. Agenda Items: To the maximum extent practicable, advise the Owner's Representative at least 24 hours in advance of project meetings regarding items to be added to the agenda. B. Minutes: 1. The Owner's Representative will compile minutes of each project meeting, and will provide a digital copy (PDF) to the Contractor and Design Team. 2. Recipients of copies may make and distribute such other copies as they wish. PART 2 - PRODUCTS A. (Not Applicable) PART 3 - EXECUTION 3.1 MEETING SCHEDULE A. Coordinate as necessary to establish mutually acceptable schedule for meetings. 3.2 MEETING LOCATION 01 31 19-1 Project Meetings ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I —GENERAL REQUIREMENTS A. To the maxinlUrn extent practicable, meetings will be held at the job site or as directed by the Owner's Representative. 3.3 PROJECT MEETINGS A. Attendance: 1. To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout progress of the Work. 2. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspect of the Work is involved. B. The format and order of business shall be as follows: 1. Report from Contractor on construction status, iterns or areas being worked on, and %work planned to be started. Report on schedule status. This needs to include number of weeks ahead or behind, and current projected -scheduled Owner occupancy date. 2. Report from Ovwner'S Representative on construction administration status relative to onsite Owner's Representative observations, deficiencies, problerns and shop drawing and change proposal date. 3. Minutes of previous rneeting. 4. Old Business, 5. New Business. C. Minimum Agenda: 1. Review, revise as necessary, and approve minutes of previous meetings. 2. Review progress of the Work since last meeting, including status of submittals for approval. 3. Identify problerns which impede planned progress. 4. Develop corrective measures and procedures to regain planned schedule. 5. Complete other current business. D. The minutes must reflect the above, and include specific information relative to the schedule. 1. Weeks ahead or behind. 2. Current projected - Scheduled Owner occupancy date, or dates. 01 31 19-2 Project Meetings ITB 022-001 Ocoee Wellness Pink OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS E. Revisions to Minutes: Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting, they will be accepted as properly stating the activities and decisions of the meeting. 2. Persons challenging published minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set of minutes. Challenge to minutes shall be settled as priority portion of `old businesses at the next regularly scheduled meeting. END OF SECTION 01 3119 01 31 19-3 Project Meetings ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I —GENERAL REQUIREMENTS This page intentional left blank. 01 31 19 - 4 Project Meetings ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS SECTION 0132 16 CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: To assure adequate planning and execution of the work so that the work is completed within the number of calendar days allowed in the Contract, and to assist the Owner's Representative in appraising the reasonableness of the proposed schedule and in evaluating progress of the work, prepare and maintain the schedules and reports described in this Section. B. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications. C. Definitions: "Day," as used throughout tile Contract unless otherwise stated, means "calendar day" 1.2 QUALITY ASSURANCE A. Employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, and in preparing and issuing periodic reports as required below. B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Owner's Representative. C. Reliance upon the approved scheduler: 1. The construction schedule as approved by the Owner's Representative will be an integral part of the contract and will establish interim completion dates for the various activities under the Contract. 2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite completion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contactor. 3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. 4. Costs incurred by the Owner and/or their Design Team in connection with expediting construction activity under this Activity shall be reimbursed by the Contractor. 5. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contactor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities. 013216-1 Construction Schedules ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01 31 19. B. Preliminary Analysis: Within ten calendar clays after the Contractor has received the executed contract, submit one reproducible copy and four prints of a preliminary construction schedule prepared in accordance with Part 3 of this Section. C. Construction Schedule: Within 20 calencar days after the Contractor has received the executed contract, a conference Nvill be held to review the project schedule. D. Periodic Reports: on the first working day of each month following the submittal described in Paragraph 1.3-C above, submit four prints ofthe construction schedule updated as described in Part 3 of this Section. PART 2 - PRODUCTS 2.1 CONSTRUCTION ANALYSIS A. Graphically show by bar -chart the order and interdependence of all activities necessary to complete the Work and the sequence in which each activity is to be accomplished, as planned by the Contractor and his project field superintendent in coordination with all subcontractors. whose work is shown on the diagram. B. Include, but do not necessarily limit indicated activities to: I . Submit application and procure Building Permit; ?. Project mobilization; >. Submittal and approval of Shop Drawings and Samples; k. Procurement of equipment, and critical materials; S. Fabrication of special material and equipment, and its installation and testing; i. Schedule Owner Inspection; 7. Owner 40% Inspection; 3. Owner 80% Inspection, �. Substantial Completion Inspection; 10. Final Inspection: 11. Final Inspections of Local Authority; 12. Owner approval to occupy; 13. Final Testing, 14. Local Authority Certificate of Occupancy; 15. All activities by the Resident Project Representative that effect progress, required dates for completion, or both, for all and each part of the Work. 16. All other activities that effect progress required dates for completion for all and each part of the Work. 01 32 16-2 Construction Schedules ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS PART 3 - EXECUTION 3.1 PRELIMINARY ANALYSIS A. Contents: 1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paragraph 1.3-13 above; 2. Show the Contractor's general approach to remainder of the Work; 3. Show cost of all activities scheduled for performance before submittal and approval of the construction schedule. B. Submit in accordance with Paragraph 1.3-13 above. 3.2 CONSTRUCTION SCHEDULE A. As soon as practicable after receipt ofNotice to Proceed, complete the construction analysis in preliminary form, meet with the Owner's Representative, review contents of the proposed construction schedule, and make all revisions agreed upon. 3.3 PERIOD REPORTS A. Update the approved construction schedule. 1. Indicate "actual" progress in percent completion for each activity; 2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed. 3.4 REVISIONS A. Make only those revisions to approved construction schedule as are approved in advance by the Owner's Representative. END OF SECTION 01 32 16 01 32 16-3 Construction Schedules ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION 1 — GENERAL REQUIREMENTS This page intentional left blank. 01 32 16-4 Construction Schedules ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 — GENERAL REQUIREMENTS SECTION 01 33 00 PROJECT SUBMITTALS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Submit Shop Drawings, Product Data and Samples as required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications. 2. Individual requirements for submittals also may be described in pertinent Sections of these Specifications. 3. Requirements for Substitutions shall be described in Section 01 25 13, Product Substitutions. C. Work not included: 1. Un-required submittals will not be reviewed by the Owner's Representative. 2. The Contractor may require his subcontractors to provide drawings, setting diagrams, and similar information to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the Owner's Representative. 1.2 QUALITY ASSURANCE A. Coordination of Submittals: 1. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted. 2. Verify that each item and the submittal for it conform in all respects with the specified requirements. 3. By affixing the Contractor's signature to each submittal, certify that this coordination has been performed. 1.3 SUBMITTALS A. Make submittals of Shop Drawings, samples, substitution requests, and other items in accordance with the provisions of this Section. 01 33 00 - 1 Project Submittals ITB #22-001 Ocoee Welloess Park OCOEE WELLNESS PART{ DIVISION I —GENERAL REQUIREMENTS PART 2 - PRODUCTS 2.1 SHOP DRAWINGS A. Scale and Measurements: Male Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work. B. Types of Prints Required: Submit Shop Drawings in digital form (PDF) of each sheet. C. Review comments of the Owner's Representative will be shown on the PDF when they are returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes. 2.2 MANUFACTURERS LITERATURE A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly show which portions of the contents is being submitted for review. B. Submit the one digital copy (PDF) that are required, plus one original copy to be retained by the Owner. 2.3 SAMPLES A. Provide sample or samples identical to the precise article proposed to be provided. Identify as described under "Identification of Submittals" below. B. Number of Samples Required: Unless otherwise specified, submit Samples in the quantity which is required to be returned, plus one which will be retained by the Owner's Representative. By prearrangement in specific cases, a single sample may be submitted for review and, when approved, be installed in the Work at a location agreed upon by the Owner's Representative. 2.4 COLORS AND PATTERNS A. Unless the precise color and pattern is specifically called out in the Contract Documents, and whenever a choice of color or pattern is available in the specified products, submit accurate color and pattern charts to the Owner's Representative for selection. 01 33 00 - 2 Project Submittals 1TB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 —GENERAL REQUIREMENTS PART 3 - EXECUTION 3.1 IDENTIFICATIONS OF SUBMITTALS A. Consecutively Number All Submittals: 1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number. On re -submittals, cite the original submittal number for reference. B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking. C. On at least the first page of each submittal, and elsewhere as required for positive identification, show the submittal number in which the item was included and an area for submittal review stamps. D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the Owner's Representative for their review upon request. 3.2 GROUPING OF SUBMITTALS A. Unless otherwise specified, make submittals in groups containing all associated items to assure that information is available for checking each item when it is received. 1. Partial submittals may be rejected as not complying with the provisions of the Contract. The Contractor may be held liable for delays so occasioned. 3.3 TIMING OF SUBMITTALS A. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and re - submittals, and for placing orders and securing delivery. B. In scheduling, allow at least ten working days for review by the Owner's Representative following their receipt of the submittal. 3.4 PROJECT REVIEW A. Review by the Owner's Representative does not relieve the Contractor from responsibility for errors which may exist in the submitted data. B. Revisions: 1. Make revisions required by the Owner's Representative. 2. Make only those revisions directed or approved by the Owner's Project Representative. END OF SECTION OF 01 33 00 01 33 00 - 3 Project Submittals ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION I — GENERAL REQUIREMENTS This page intentional left blank. 013300-4 Project Submittals ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL REQUIREMENTS SECTION 0149 50 CONTRACTOR'S USE OF THE PREMISES AR ► - 1.1 DESCRIPTION OF WORK A. Work included: This Section applies to situations in which the General Contractor or his representatives, including, but not necessarily limited to suppliers, subcontractors, employees and field engineers enter, have access to and conduct themselves on the Owner's property. B. Related work: Work affecting this Section include, but are not necessarily limited to General Conditions, Supplementary Conditions and all Divisions of these Specifications. 1.2 CONTRACTOR'S OFFICE A. The General Contractor may establish a contractor's project office on site during the duration of the construction of the project. Regardless if the General Contractor elects to have an on -site office, the General Contractor shall assure that the project superintendent or their appointed representative is on site at all times so they or a responsible representative of their organization may be reached at any time while wort: is in progress. The General Contractor shall also provide temporary restrooni facilities on site during the duration of the construction of the project. B. The project superintendent or his appointed representative shall be on site during all normal working hours and whenever the General Contractor's personnel or any Subcontractor's personnel are working after normal working hours or on weekends. 1.3 USE OF PUBLIC STREETS A. The use of public streets shall be such as to provide minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the General Contractor and the roadway cleaned to the satisfaction of the Owner. 1.4 CARE OF FACILITIES A. The General Contractor shall be fully responsible for maintaining in good condition all existing facilities. 1.5 OBSTRUCTIONS A. All water pipes, storm drains, force mains, gas or other pipe, telephone or power cables or conduits, curbs, sidewalks and all other obstructions, whether or not shown, shall be temporarily removed from, or supported across utility line excavations. Where it is necessary to temporarily interrupt house, business services or the Owners services, the General Contractor shall notify the Owner, both before the interruption and again immediately before service is resumed. Before disconnecting any pipes, conduits or cables the General Contractor shall obtain permission form their Owner, or make suitable arrangements for their disconnection by their owner. The General Contractor shall be 014950-1 Contractor's Use of the Premises ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS responsible for any damage to any such pipes, conduits, or cables and shall restore them to service promptly as soon as the work has progressed past the pint involved. Approximate locations of water, sanitary, drainage, power and telephone installations along the route of the new pipelines or in the vicinity of new work must be verified in the field by the General Contractor. The General Contractor shall uncover these pipes, ducts, cables etc., carefully, by hand, prior to installing new utility lines. Any discrepancies or differences found shall be brought to the attention of the Owner in order that the necessary changes may be made to permit installation of new pipe. These conditions are supplemental to the General requirements elsewhere in these specifications. 1.6 PLANNED DISRUPTIONS OR SERVICE OUTAGES A. Prior to the shutting off, disruption, or other\vise modifying the following existing services, the General Contractor must request authorization in writing from Owner and local governing body if required. Electrical Circuits and Subfeeders Water Sewer - Sanitary Fire Water Telephone Other services not noted, etc. B. All contractors, subcontractors or vendors are required to get the approval of the Owner before taking any of the actions noted below, to the systems noted. Actions: a. Shutting off, turning on, tripping, (valves, circuit breakers, disconnect switches or other operation devices.). b. Connecting to or disconnecting from. 2. Systems: a. Electrical Power and Lighting Panels, Switchboards, Transfer Switches, Motor Starters, communication & telephone. b. Gas Systems C. Water, Sanitary Lines, and other Piping Systems. C. Requests for service interruptions must state type of service to be interrupted, areas to be affected, duration of interruption, and the name of the person (on -site) who will supervise and is responsible for the project. 1.7 DAMAGE TO EXISTING STRUCTURES AND UTILITIES A. The General Contractor shall be responsible for and make good all damage to the pavement beyond the limits of the contract, buildings, telephone or other cables, water pipes, sanitary 0149SO-2 Contractor's Use of the Premises ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL REQUIREMENTS pipes, or other structures which may be encountered, whether or not shown on the drawings. B. Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data made available. This information is not guaranteed, however and it shall be the General Contractor's responsibility to determine the location, character and depth of any existing utilities. The General Contractor shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from construction activities. 1.8 QUALITY ASSURANCE A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section. B. Require that all personnel who will enter upon the Owner's property certify their awareness of and familiarity with the requirements of this section. 1.9 RECORDS A. Maintain an accurate record of the names and identification of all persons entering upon the Owner's property in connection with the Work of this Contact hncluding times of entering and leaving. 1.10 SAFETY A. Contractors shall adhere to applicable OSHA regulations (Of special concern is providing appropriate personal protective equipment, adequate fire suppression equipment, properly installed and maintained temporary wiring and adequate scaffolding). B. Contractors shall furnish all warning signs, detours, and temporary facilities necessary for the protection and safety of all employees. All construction areas to which non -construction personnel have access shall be marked with readily visibly warning signs (such as "Danger - Construction Area") C. Contractors are responsible for the safe handling, storage, and disposal of all waste material off -site on a timely basis. No trash or materials should be left on site. 1.11 DRESS AND CONDUCT A. All construction personnel shall maintain a neat general appearance at all times. Shirts, trousers and proper shoes are required apparel. Sandals or flip-flops will not be permitted. B. Anyone choosing to wear clothing with offensive words, pictures, etc., will be required to cover or change clothing even if to do so required loss of time form the job. C. Any complaint resulting from construction personnel's action will be investigated. If complaints are verified, it can be cause for that person to be removed for the project. 014950-3 Contractor's Use of the Premises ITB #22-001 Ocoee wellness Park PART 2 - PRODUCTS 2.1 (Not Applicable) PART 3 - EXECUTION 3.1 (Not Applicable) OCOEE WELLNESS PARR DIVISION I - GENERAL REQUIREMENTS END OF SECTION 0149 50 014950-4 Contractor's Use of the Premises ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION I - GENERAL REQUIREMENTS SECTION 01 51 00 TEMPORARY UTILITIES PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary utilities required for construction, remove on completion of work. 1.2 RELATED REQUIREMENTS A. All applicable sections of the specifications. B. General Conditions of the Contract. 1.3 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code, (if applicable) B. Comply with all applicable Federal, State and Local codes and regulations and with utility company requirements. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Materials must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2 TEMPORARY ELECTRICITY A. Arrange with utility company, provide service required for power, and pay all costs for service and for power used. B. Install circuit and branch vwiring with area distribution boxes, located so that power and lighting is available throughout the construction by the use of power cords for construction. C. Provide adequate artificial lighting for all areas of work when natural light is not adequate for work, and for areas accessible to the public. 2.3 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities in compliance with all applicable laws and regulations. B. Service, clean and maintain facilities and enclosures. C. New plumbing facilities shall not be used by construction personnel. 015100-1 Temporary Utilities ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I -GENERAL REQUIREMENTS PART 3 - EXECUTION 3.1 GENERAL A. Comply with all applicable requirements specified in Division 33, (as applicable). B. Maintain and operate systems to assure continuous service. C. Modify and extend systems as wort: progress requires. 3.2 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. END Or SECTION 01 51 00 015100-2 Temporary Utilities ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION 1- GENERAL REQUIREMENTS SECTION 0177 00 - CLOSEOUT PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. Related Sections include the following: 1. Division 00 Section "Application for Payment" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 3. Divisions 02 through 33 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. d. Obtain and submit releases permitting Omer unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare pacts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Complete startup testing of systems. 017700-1 Closeout Procedures 1'rB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL REQUIREMENTS 8. Submit test/adjust/balance records. 9. Terminate and remove temporary facilities froin Project site, along with mockups, construction tools, and similar elements. 10. Advise Owner of changeover in other utilities. 11. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 12. Complete final cleaning requirements, including touchup painting. 13. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, the Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. The Owner's Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by the Owner's Representative, which must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the as incomplete is completed of corrected. Results of completed inspection will form Completion. 1.4 FINAL COMPLETION Work identified in previous inspections the basis of requirements for Final A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: Submit a final Application for Payment according to Division 00 Section "Application for Payment". Submit certified copy of the Substantial Completion inspection list of items to be completed or corrected (punch list). The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. Submit evidence of final, continuing insurance coverage complying with insurance requirements. Submit pest -control final inspection report and warranty. Instruct Owner's persomiel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. Ou receipt of request, Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements in writing, giving the reasons thereof. Contractor shall remedy the deficiencies in the Work and send a second written notice of substantial completion to the Owner. The Owner will re -inspect the Work. Owner's Representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that Must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 017700-2 Closeout Procedures ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL REQUIREMENTS C. When the Owner's Representative finds that the Work is substantially complete, the Contractor will: Prepare and deliver to the Ovvller's Representative a tentative Certificate of Substantial Completion on form provided herein, with a tentative list of items to be completed or corrected before final payment. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit digital copy (PDF) of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order. 2. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Owner's Representative. d. Name of Contractor. e. Page number. 1.6 FINAL INSPECTION A. When Contractor considers the Work is complete, it shall submit written certification that: Contract Documents have been reviewed. 2. Work has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Equipment and systems have been tested in the presence of the Owner's Representative and are operational. 5. Work is completed and ready for final inspection. B. The Owner's Representative will inspect to verify the status of completion with reasonable promptness after receipt of such certification. C. Should the Owner's Representative consider that the Work is incomplete or defective: The Owner's Representative will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to the Owner's Representative that the Work is complete. 017700-3 Closeout Procedures ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK DIVISION 1- GENERAL RE,RE, QUIRE, MENTS 3. The Owner's Representative will re -inspect the Work. 1.7 REINSPECTION FEES A. Should the Owner's Representative perform re -inspections due to failure of the Work to comply with the claims of status of completion made by the Contractor: The Owner will compensate the Engineer / Architect / Consultants, etc., for such additional services. 2. The Owner will deduct the amount of such compensation from the final payment to the Contractor. 1.8 WARRANTIES A. Submittal Time: Submit written warranties for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-I/2-by-I I -inch paper. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark - tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. 1.9 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Owner's Representative. B. Statement shall reflect all adjustments to the Contract Sum: The original Contract Sum. 2. Additions and deductions resulting from: a. Previous change orders or written amendment b. Allowances 017700-4 Closeout Procedures ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS c. Unit prices d. Deductions for uncorrected work e. Penalties and bonuses f. Deductions for liquidated damages g. Deductions for re -inspection payments li. Other adjustments 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum remaining due. C. The Owner's Representative will prepare a Final Change Order, reflecting approved adjustments to the Contract Sum which were not previously made by Change Orders. 1.10 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART2-PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. 017700-5 Closeout Procedures ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Clean exposed hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates, g. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. h. Replace parts subject to unusual operating conditions. i. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. j. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. k. Leave Project clean and ready for occupancy. B. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 0177 00 017700-6 Closeout Procedures ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 78 36 WARRANTIES AND BONDS PART 1-GENERAL 1.1 REQUIREMENTS INCLUDED A. Compile specified warranties and bonds. B. Compile specified services and maintenance contracts. C. Co -execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Owner's Representative for review and transmittal to Owner. 1.2 RELATED REQUIREMENTS A. All applicable sections of the specifications. B. General and Special Conditions of the Contract. 1.3 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: One each. Number of digital copy (PDF) required: One each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product of work item. 2. Firm, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. hlstances which might affect the validity of warranty or bond. 01 78 36 - 1 Construction Schedules ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I .-GENERAL REQUIREMENTS 7. Contractor, name of responsible principal, address and telephone number. D. Prepare any other submittal information as may be required by the General Conditions of the Contract. 1.4 FORM OF SUBMITTALS A. Prepare one (original) packet and provide one digital copy (PDF) B. Format: l . Size 8-1/2 in. X 1 1 in., punch sheets for standard 3-ring binder. 1. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title 'WARRANTIES AND BONDS'. List: 1. Title of Project. 2. Name of Contractor. C. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.5 TIME OF SUBMITTALS A. Make submittals at the date of request for Final Payment. B. For items of work, where acceptance is delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.6 SUBMITTALS REQUIRED A. Submit warranties, bonds, service and maintenance contracts for periods other than one year as specified in respective specific sections of the specifications, (if applicable). 1.7 WARRANTY SUBMITTAL REQUIREMENTS A. For all major pieces of equipment, submit a warranty from the equipment manufacturer. The manufacturer's warranty period shall be concurrent with the Contractor's for one (1) year plus time equipment is not functional to the Owner unless otherwise specified, commencing at the time of final acceptance by the Owner. B. The Contractor shall be responsible for obtaining certificates for equipment warranty for all major equipment specified in the specifications and which has at least a one (1) horsepower 01 7836 - 2 Construction Schedules ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS motor or which lists for more than $500.00. The Owner reserves the right to request warranties for equipment not classified as major. The Contractor shall still warrant equipment not considered to be "major" in the Contractor's one-year warranty period even though certificates of warranty may not be required. C. In the event that the equipment manufacturer or supplier is unwilling to provide the warranty described above connnencing at the date of substantial completion, the Contractor shall obtain from the manufacturer a two (2) year warranty commencing at the time of equipment delivery to the job site. This two (2) year warranty from the manufacturer shall not relieve the Contractor of the one (1) year warranty starting at the time of Owner acceptance of the equipment. D. The Owner shall incur no labor or equipment cost during the guarantee period. E. Guarantee shall cover all necessary labor, equipment and replacement parts resulting from fault), or inadequate design, improper assembly or erection, defective workmanship and materials, leakage, breakage or other failure of all equipment and components furnished by the manufacturer. PART 2-PRODUCTS A. (Not Applicable) PART 3 - EXECUTION A (Not Applicable) END OF SECTION 01 78 36 017836-3 Construction Schedules ITS #22-001 Ocoee Wellness Park OCOEE WELLNESS PART{ DIVISION l - GENERAL REQUIREMENTS This page intentional left blank. 01 78 36 - 4 Construction Schedules ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 78 38 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. Work included: Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents, as described in Article 3.1 below. 2. Upon completion of the Work, transfer the recorded changes to a set of Record Documents, as described in Article 3.02 below. B. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, special Conditions, and Sections in all divisions of these Specifications. 1.2 QUALITY ASSURANCE A. Delegate the responsibility for maintenance of Record documents to one person on the Contractor's staff as approved by the Owner's Representative. B. Accuracy of Records: Thoroughly coordinate changes within the Record Documents making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown is the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C. Make entries within 24 hours after receipt of information that the change has occurred. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01 33 00. B. The ONvnel's Representative's approval of the current status of Project Record Documents may be a prerequisite to the Owner's Representative's approval of requests for progress payment and request for final payment under the contract. C. Prior to submitting each request for progress payment, secure the Owner's Representative's approval of the current status of the Project Record Documents. D. Prior to submitting for final payment, submit the final Project Record Documents to the Owner's Representative and secure their approval. 01 78 38 - 1 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE AVELLNESS PART{ DIVISION l - GENERAL REQUIREMENTS 1.4 PRODUCT HANDLING A. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the work and transfer of all recorded data to the final Project Record Documents. B. In the event of loss of recorded data, Use means necessary to again sean•e the data to the Owner's Representative's approval. PART 2 - PRODUCTS 2.1 RECORD DOCUMENTS A. .Job Set: Promptly following receipt of the Owner's Notice to Proceed, the Contractor shall receive one complete set of prints of all docLnlnelltS comprising the Contract to be kept and maintained on a daily basis at the site. B. The .lob Set shall include, at a minimum: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other modifications of the Contract 5. Field Orders or written instructions 6. Approved Shop Drawings, Working Drawings and Samples 7. Field Test records 8. Construction photographs 9. Change Requests 10. Contractor's Daily Reports 11. Written Interpretations and Clarifications C. Final Record Documents: The final record drawings on each project that are to be turned over to the owner shall consist of the following: One CD of electronic drawings. PART 3 - EXECUTION 3.1 MAINTENANCE OF JOB SET A. Immediately upon receipt of the job set described in Paragraph 2.01-A above, identify each of the Documents vwith the title, "RECORD DOCUMENTS - JOB SET" in 2" high printed letters. B. Preservation: Do not Use the job set for any purpose, except entry of new data and for review by the Owner's Representative, until start of transfer of data of final Project Record Documents. 01 7838-2 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION I - GENERAL REQUIREMENTS 1. Maintain the job set at the site of Work as that site is designated by the Owner's Representative, for his inspection of the documents at least once a month. 2. Store documents and samples in Contractor's office apart from documents used for COIlStl'uCti011. 3. File documents and samples in accordance with CSI format with section numbers as provided herein. 4. Maintain documents in a clean, dry, legible, condition and in good order. Do not use record documents for construction purposes. 5. Make documents and samples available at all times for inspection by the Owner. 6. As a prerequisite for monthly progress payments, the Contractor is to exhibit the currently updated "Record Documents" for review by the Owner. Contractor shall submit on a daily basis one (1) digital copy (PDF) of the preceding day's daily reportto the Owner. C. Making Entries on Drawings: 1. Using an erasable colored pencil (not ink or indelible pencil) clearly describe the change by graphic line and note as required. Date all entries. Call attention to the entry by a "cloud" drawn around the area or areas affected. In the event of overlapping changes, use different colors for the overlapping changes. D. Make entries in the pertinent other documents as Approved by the Design Team. E. Recording Keep record documents current at the end of work each day marking any changes and inserting change orders and directives into the documents. Do not permanently conceal any work until required information has been recorded. This includes markups and any "as -built" survey as required by these specifications. Record Contract Drawings: Legibly mark drawings to record actual construction with the following information verified by a registered Florida Land Surveyor. a. Depths of various elements of fOLlndation in relation to survey datum. b. Horizontal and vertical location of Lill derground utilities and appurtenances referenced to permanent surface improvements. C. Location of internal utilities and appurtenances concealed in Construction referenced to visible and accessible features of structure. d. Field changes of dimension and detail. e. Changes made by Revision Order, Directive, and other modifications. 01 7838-3 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS Details not shown on the original Contract Drawings. Installation of power and control wiring with point-to-point wiring identification. Record Specifications and Addenda: Legibly mark-up each Section to record: a. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. b. Changes made by Revision Order, Directive, and other modifications. c, Other matters not originally specified. Shop Drawings and Samples: Legibly annotate to record changes made after approval. F. Conversion of Schematics Layouts: l . In some cases, on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, is shown schematically and is not intended to portray precise physical layout. a. Final physical layout is determined by the Contractor, subject to the Owner's Representative's approval. b. However, design of fixture modifications of tile facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. Show on the job set of Record Drawings, by dimension accurate to within one inch. a. Record dimensions locating all underground and concealed piping and conduit both horizontally and vertically. b. All changes, modifications and relocation of work. C. Clearly identify the item by accurate note such as "cast iron drain,", "galy. water," and the like. d. Show, by symbol or note, the vertical location of the item such as "under slab, "exposed," and the like. e. Make all identification sufficiently descriptive that it may be related reliably to the Specifications. G. The Owner's Representative may waive the requirements for conversion of schematic layouts where, in the Owner's Representative's judgment, conversion serves 110 useful purpose. However, do not rely upon waivers being issued, except as specifically issued in writing by the Owner's Representative. 3.2 FINAL PROJECT RECORD DOCUMENTS A. The purpose of the final Project Record Documents is to provide factual information regarding all aspects of\,vork, both concealed and visible, to enable future Modification ofthe Workto proceed Without lengthy and expensive site measurement, investigation, and examination. B. Approval of Recorded Data Prior to Transfer 01 7838-4 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS Following completion of the work, the Contractor shall deliver the completed "Job Set" of as built documents to the Owner's Representative. The Owner's Representative shall review with the Contractor all recorded changes in the work as to completeness and accuracy. C. Review and Submittal: 1. The Owner's Representative shall submit the completed set of Project Record DOCLnnents to the Owner as described in Paragraph 1.03-1) above. 2. Participate in review meetings as required. 3. Make required changes and promptly deliver the final reproducible Mylar Project Record Documents along with ten complete sets of blueline prints to the Owner. 4. If after a period of 30 days from the date of Substantial Completion as established by the Owner's Representative's certificate to the Owner, final "Job Set" record documents acceptable to the Owner's Representative have not been received, legibly reflecting the correct as built conditions of the project, the Owner may cause such drawings to be prepared by such persons other than the Contractor and shall charge the Contractor for the cost incurred for preparation of such drawings at a rate of $100.00 per hour, which shall be deducted from the amount due to the Contractor. 3.3 "AS -BUILT" DRAWINGS A. The Contractor shall engage the services of a professional land surveyor registered in the State of Florida prior to any construction activities. The surveyor shall be named in the list of subcontractors. B. The surveyor must comply with all requirements of Chapter 21 HH-6.05 of the Florida Administrative Code. C. The surveyor shall use the locational requirements of the State of Florida. D. The surveyor shall provide on -site survey while construction is in progress and at such other times as required to fulfill all professional obligations and as listed below. Elevations and state plane coordinates shall be identified for the ends of all conduits or pipelines installed or used for construction, ends of all duct bank stubouts, and all direct buried cable splice locations. 2. Elevations and coordinates shall be identified along the center line of pipelines, direct buried cable, buried conduit or duct bank by no fewer than one elevation shot per one hundred (100) linear feet and at any change of direction vertical or horizontal of underground utility length. Slopes shall be identified. AH elevation shots shall be referenced to "top -of —pipe" (T.O.P.), "top -of- concrete - duct -bank" (T.O.D.B.), "bottom -of -concrete -duct -bank" (B.O.D.B.), "top -of -conduit" (T.O.C.) or "top-of-elect-ic-cable" (T.O.E.), as appropriate for the project. 01 78 38 - 5 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS Manhole rings, slabs on grade, valve box rings, equipment pads, surface body Nvater levels and other project construction features shall be recorded by elevation and state plane coordinates as "As -Built". For directionally drilled crossings and other "trenclnless technology" installations, provide continuous plots of Utility plan and profile derived from actual telemetry data used during the installation. 6. All existing structures, utilities, and features revealed during the course of construction shall be accurately located and dimensioned. Movement of such utilities or structures required by project installation shall be recorded as "As -Built". This requirement shall apply whether the existing structure, utility or feature was shown on the original contract drawings or not. E. At the conclusion of the work, the Contractor shall provide the Owner one digital, certified "As-Builts" and one (1) "As -Built" Survey Drawing file in AutoCAD format (latest release) on compact disk(s). The AutoCAD drawing files shall comply with the following standards: 1. The compact disk(s) shall be formatted for ALItoCAD type DWG files or self -extracting compressed data file to a DWG format. 2. The drawing format shall not contain any "X-REFS" (cross references) to other files. 3. The drawing format will contain only AutoCAD Standard Font Files and Acad.mnu type menu references only. 4. Text from different layers shall not overlap. Colors and line types shall be "BY - LAYER". Only AutoCAD standard fonts and line types shall be used. 5. All coordinate and elevation Inimbers shall be limited to three (3) decimal places. 6. Text height shall be entered such that when the drawing is plotted to scale, the actual text height is no less than one -eighth inch (1/8"). The plotting scale for the drawings shall be the same scale as the construction drawings. 7. Drawings shall be plotted on twenty -four -inch (24") x thirty -six-inch (36") sheets. The areas on each sheet shall match the areas shown on the construction drawings. 3.4 SUBMITTALS A. The Contractor shall deliver the following documentation, drawing(s) and data to the Owner no later than two (2) weeks after the declared date of Substantial Completion, Two (2) sets of contract drawings marked in red to reflect the final "As -Built" conditions. IIII &S-11 iEr, Project Record Documents ITI3 #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK DIVISION 1 - GENERAL REQUIREMENTS 2. Two (2) sets of signed and sealed plots of the "As-Builf' drawings(s) provided by the surveyor together with one (1) digital copy (PDF) of the "As -Built" survey drawing file(s). 3. One (1) set of Specifications with Addenda marked in red to reflect the final "As -Built" conditions. B. Such other documents as may be required by the regulations of the State of Florida shall be supplied in accordance with the provisions of law. C. Accompany submittal with transmittal letter, in duplicate, containing: Date, Project title and number. 2. Contractor's name and address. 3. Title and number of each record document. 4. Certification that each document as submitted is complete and accurate, and contains signature of Contractor, or its authorized representative. D. Failure to deliver any of the above items shall be considered justification for assessing additional retainage. 3.5 CHANGES SUBSEQUENT TO ACCEPTANCE A. The Contractor has no responsibility for recording changes in the Work subsequent to Final Completion, except for changes resulting from work performed under Warranty. END OF SECTION 01 78 38 017838-7 Project Record Documents ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARR DIVISION 1 -GENERAL REQUIREMENTS This page intentional left blank. 01 78 38 - 8 Project Record Documents ITB 922-001 Ocoee Wellness Park ,�' i ^,, (�i C'+ F.y��C� l,�l'C�ll�l �9C�1 a�1 CN=\�R.y��C�l'1��[N=�Y��7 OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS SECTION 02 22 00 - EXISTING CONDITIONS ASSESSMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. These general work requirements apply to all site \vork operations. 1.3 QUALITY ASSURANCE A. Comply with all applicable local, state, and federal requirements regarding materials, methods of Nvork, and disposal of excess and waste materials. B. Obtain and pay for all required inspections, permits and fees. Provide notices required by governmental authorities and/or utility authorities. 1.4 SUBMITTALS A. Fulfill submittal requirements as indicated in Division 01. Refer to Section 01 33 00. B. Provide the Owner's Representative a copy of the Construction Schedule to be used in scheduling field visitations. Resubmit all updated schedules. 1.5 PROJECT CONDITIONS A. Visit the site and examine the existing conditions. Note the character and extent of work involved. B. Locate and identify existing underground and overhead services and utilities within contract limit work area. Provide adequate means of protection of utilities and services designed to remain. Repair utilities damaged during Site Demolition and Preparation work operations at Contractor's expense. Contractor must maintain clear access for the public utilities to maintain their systems throughout the course of the project. C. Coordinate relocation of identified utilities with the respective Utility Company and the Owner's Representative. Cost of relocation (applicable to multiple relocation of the identified utilit)') phis testing of relocated utilities is by the Contractor. D. Arrange for disconnection, disconnect and seal or cap all utilities and services designated to be removed before start of utility work operations. Perform all work in accordance with the requirements of the applicable company or agency involved. 022200-1 Existing Conditions Assessment ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS E. When uncharted or incorrectly charted underground piping or other utilities and services are encountered during site and utility work operations, notify the applicable utility company immediately in maintaining active services in operation. F. Locate, protect and maintain benchmarks, monuments, control points, and project engineering reference points. Re-establish disturbed or destroyed items at Contractor's expense. G. Perform site work operations and the removal of debris and waste materials to assure minimum interference with streets, walks and other adjacent facilities. H. Use all means necessary to control dust on and near the work. Dampen surfaces as required. Comply with pollution control regulations of governing authorities. On site burning will not be permitted. I. Protect existing buildings, fences, paving and other services of facilities adjacent to the site from damage control caused by water main work operations. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner's Representative. Cost of repair and restoration of damaged items at Contractor's expense. Protect and maintain streetlights, utility poles and traffic signs and other services except for items designated for removal. Remove or coordinate the removal of traffic signs and boxes with the applicable governmental agency. Provide for temporary services when required to maintain facilities and services in operation during work. K. Barricade and cover areas as necessary to protect pedestrians, workmen and adjacent properties. L. The Contractor shall provide adequate protection against objectionable noise levels caused by moving construction equipment or any other cause. M. The Contractor shall provide for the satisfactory disposal of surplus water and shall submit a plan to the Owner's Representative for his review prior to initiation and implementation of the work plans. Prior approval shall be obtained from the proper authorities for the use Of public or private lands or facilities for such disposal. N. The Contractor shall provide for adequate protection against polluting any public or private lands, lakes, ponds, rivers, streams, creeks, etc., by the disposal of surplus material in the form of solids, liquids or gases or from any other cause. 022200-2 Existing Conditions Assessment ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS PART2-PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials and Equipment: As selected by Contractor. All barriers, fencing plus other site preparation materials and equipment shall be as in new conditions and must conform to all applicable safety codes. B. Conform to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (FDOT Manual) Section 100 requirements. PART 3 - EXECUTION 3.1 PREPARATION A. Examine the areas and conditions under which site work is performed. Do not proceed Nvith the Nvork until satisfactory conditions are corrected, B. Perform pre -construction and coordination meeting with all applicable parties. C. Consult the records and drawings of adjacent work and of existing services and utilities which may affect site work operations. D. The Contractor will be responsible for field verification of inverts and elevations of existing facilities at potential crossing and connection locations after site preparation is completed and prior to the start of any proposed construction. Immediately notify the Owner's Representative of any discrepancies. E. The Contractor is responsible for coordinating and acquiring temporary utility services during construction, i.e. electrical power, telephone and water. F. The Contractor shall provide for field offices and temporary sewage disposal in compliance with applicable codes. Conform to FDOT Manual, Section 101-1. 3.2 CLOSE-OUT A. Conform to all Division I requirements. Refer to Section 01 77 00. B. Notify Owner's Representative 48-11ours in advance to schedule inspections. C. Provide As -Built and Testing Data required for regulating agencies certifications, ix. Lab Reports, TV Reports, Logs, As -Built Drawings (Signed and Sealed by a registered professional surveyor), etc. END OF SECTION 02 22 00 022200-3 Existing Conditions Assessment ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS This page intentional left blank. 022200-4 Existing Conditions Assessment ITB 422-001 Ocoee Wellness Park OCOEE MIELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS SECTION 02 4113 — SELECTIVE SITE DEMOLITION PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Review all relevant and existing environmental data for the project site. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of site stRICtUres. 2. Demolition and removal of site pavements. 3. Removing below -grade construction. 4. Disconnecting, capping or sealing, and removing site utilities. B. Related Sections include the following: 1. Division l- all applicable Sections. 2. FDOT Standard Specification Section 1 10 - Clearing and Grubbing. 1.3 DEFINITIONS A. Raze: Dismantle or demolish items and transport off -site and be properly disposed off by the Contractor. Contractor will assume ownership of the item(s) as approved by Owners. B. Relocate: Existing items of construction that are identified for relocation on the plans or by the Owner's Representative. Relocate items to a specified location. Items must be fully functional during the relocated periods. Secondary relocation to existing locations. Testing requirements and cost associated are by the Contractor. C. Remove: Detach items fi•om existing construction and legally dispose of them off -site unless indicated to be removed and salvaged or recycled. D. Remove and Salvage: Detach items from existing construction and deliver them to Owner or identified party ready for reuse. E. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or recycled. Contractor must provide protection from damage to remaining items. 024113-1 Selective Site Demolition FFB #22-001 Ocoee wellness Park 1.4 1.5 OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS SUBMITTALS A. Qualification Data: For contracted demolition firm. B. Proposed Dust Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. C. Schedule of Site Demolition Activities: Indicate the following: 1. Detailed sequence of demolition and removal work, with starting and ending dates for each activity. 2. h7terruption of active utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Locations of temporary protection and means of egress and maintain access to site daily activities. 5. Coordination of Owner's continuing occupancy of adjacent sites and partial use of premises. D. Pre -demolition Photographs: Show existing conditions of adjoining construction and site improvements, including finish surfaces that might be misconstrued as damage caused by site demolition operations. Submit before Work begins. E. Retain record submittal below, if applicable. Landfill records may be required by Owner when discarded demolished materials contain hazardous wastes. F. Landfill Records: hidicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. When applicable. G. Conform to Section 013300 requirements. QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. 024113-2 Selective Site Demolition [TB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS 1.6 PROJECT CONDITIONS A. Site must be vacated of occupants and their activities discontinued before start of Work. B. Owner may occupy other sites adjacent to demolition area. Conduct site demolition so Owner's operations will not be disrupted. 1. Provide not less than 72-hours notice to Owner of activities that will affect Owner's operations. 2. Maintain access to existing roads, walkways, exits, and other adjacent occupied or used facilities. a. Do not close or obstruct roads, walkways, exits, or other occupied or used facilities without written permission from authorities having jurisdiction. C. Storage or sale of removed items or materials on -site is not permitted. 1.7 COORDINATION A. Arrange demolition schedule so as not to interfere with Owner's on -site operations. B. Arrange demolition to maintain pedestrian and vehicular access and egress to and from the site for the general public, residents and municipal and emergency personnel and vehicles PART 2 - PRODUCTS — NOT USED PART 3 - EXECUTION 3.1 EXAMINATION A. Survey existing conditions and correlate with requirements indicated to determine extent of demolition required. B. Inventory and record the condition of items to be removed and salvaged. C. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to the Owner's Representative. D. Perform an engineering survey of condition of site to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during site demolition operations. 024113-3 Selective Site Demolition ITB 422-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS 3.2 PREPARATION A. Existing Utilities: Contractor shall notify all public and private utility owners and Florida's Sunshine One -Call system at 800-432-4770 or 811 prior to starting construction. Locate, identify, disconnect, and seal or cap off indicated utilities serving site and structures to be demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If utility services are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary utilities that maintain continuity of service to other sites. 3. Cut off pipe or conduit a minimum of 24 inches (610 min) below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. 4. Comply with all utility company and municipal requirements for capping, shutting off or altering existing utilities. B. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of demolition. 2. Submit Shoring and Reshoring Drawings to City of Ocoee for Approval. 3.3 PROTECTION A. Existing Facilities: Protect adjacent walkways, and other site facilities scheduled to remain during demolition operations. B. Existing Utilities: Maintain utility services indicated to remain and protect them against damage during demolition operations. 1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. a. Provide at least 72 hours' notice to Owner if shutdown of service is required during changeover. C. Temporary Protection: Erect temporary protection, such as fences or railings, where required by authorities having jurisdiction and as indicated. 1. Protect existing site improvements, appurtenances, and landscaping to remain. 2. Erect a plainly visible fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. 024113-4 Selective Site Demolition ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS 3. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent sites and facilities to remain. 4. Provide protection to ensure safe passage of people around site demolition area and to and from occupied portions of adjacent sites and structures. 5. Protect adjacent exterior construction that is to remain and that is exposed to site demolition operations. 6. Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise from occupied portions of adjacent sites. )A DEMOLITION, GENERAL A. General: Demolish indicated existing structures and site improvements completely. Use methods required to complete the Work within limitations of governing regulations. B. Engineering Surveys: Perform surveys as the Work progresses to detect hazards that may result from demolition activities. C. Clearing and Grubbing Operations: Clear and grub within the areas shown in the plans in conformance with FDOT Standard Specification Section 110. Remove and dispose of all trees, stumps, roots and other such protruding objects, buildings, structures, appurtenances, existing flexible asphalt pavement, and other facilities necessary to prepare the area for the proposed construction. Remove and dispose of all product and debris not required to be salvaged or not required to complete the construction. D. Site Access and Temporary Controls: Conduct debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct pedestrian or vehicular traffic for the site without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways. 2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental -protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 3.5 MECHANICAL DEMOLITION A. Remove structures and site improvements intact when permitted by authorities having jurisdiction. B. Existing Utilities: Demolish and remove all existing utilities and below -grade utility structures that are within 5-feet outside of footprint indicated for new construction. Maintain utilities outside this area. 024113-5 Selective Site Demolition ITB 422-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS 1. Fill abandoned utility structures according to backfill requirements in Division 31 Section "Earth Moving." 3.6 EXPLOSIVE DEMOLITION A. Explosives: Use of explosives is not permitted. 3.7 SITE RESTORATION A. Below -Grade Areas: Completely till below -grade areas and voids resulting from site demolition operations with satisfactory soil materials or recycled pulverized concrete according to backfill requirements in Division 31 Section "Earth Moving." B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades. 3.8 REPAIRS A. General: Promptly repair damage to adjacent construction caused by demolition operations. B. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. C. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing. 3.9 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-C&D approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 024113-6 Selective Site Demolition ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXISTING CONDITIONS 3.10 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by site demolition operations. Return adjacent areas to condition existing before demolition operations began. END OF SECTION 02 41 13 024113-7 Selective Site Demolition 1T6 #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE SECTION 03 30 00 - CAST -IN -PLACE CONCRETE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes cast -in -place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following: 1. Foundations. 2. Slabs -on -grade. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast - furnace slag, and silica finne; subject to compliance Nvith requirements. 1A ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing Nvater to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. D. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork. 1. Shoring and Reshoring: hndicate proposed schedule and sequence of stripping formwork, shoring removal, and reshoring installation and removal. E. Construction Joint Layout: Indicate proposed construction joints required to construct the structure. 1. Location of construction joints is subject to approval of the Owner's Representative. 033000-1 Cast -In-Place-Concrete I'rB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE 1.5 INFORMATIONAL SUBMITTALS A. Material Certificates: For each of the following, signed by manufacturers: 1. CementitiOUs materials. 2. Admixtures. 3. Form materials and form -release agents. 4. Steel reinforcement and accessories. 5. Curing compounds. 6. Repair materials. B. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements: Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity. C. Floor surface flatness and levelness measurements indicating compliance with specified tolerances. Field quality -control reports. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher or a supervisor who is an ACI-certified Concrete Flatwork Technician. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-I or an equivalent certification program. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source., and obtain admixtures from single source from single manufacturer. 033000-2 Cast -In-Place-Concrete ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." F. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. 1.7 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. PART 2 - PRODUCTS 2.1 FORM -FACING MATERIALS A. Rough -Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. B. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form -release agent with rust inhibitor for steel form -facing materials. C. Form Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. 2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. B. Steel Bar Mats: ASTM A 184/A 184M, fabricated from ASTM A 615/A 615M, Grade 60, deformed bars, assembled with clips. C. Plain -Steel Wire: ASTM A 82/A 82M, as drawn. D. Deformed -Steel Wire: ASTM A 496/A 496M. 033000-3 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEE MIELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE E. Plain -Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated froin as - drawn steel wire into flat sheets. F. Deformed -Steel Welded Wire Reinforcement: ASTM A 497/A 497M, flat sheet. 2.3 REINFORCEMENT ACCESSORIES A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain -steel bars, cut true to length with ends square and free of burrs. B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel vvice, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 2.4 CONCRETE MATERIALS A. CementitiolrS Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type I/II. a. Fly Ash: ASTIvI C 618, Class F or C, b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. 2. Blended Hydraulic Cement: ASTM C 595, Type I (PM), pozzolan-modified portland cement. B. Silica Fume: ASTM C 1240, amorphous silica. C. Normal -Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar applications and service conditions using similar aggregates and cementitious materials. 1. Maximum Coarse -Aggregate Size: as noted on plans. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. D. Water: ASTM C 94/C 94M and potable. 2.5 ADMIXTURES A. Air -Entraining Admixture: ASTM C 260. B. Chemical Admiltures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 033000-4 Cast -In-Place-Concrete IT13 #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE 1. Water -Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High -Range, Water -Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. 2.6 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film -forming, manufactured for application to fresh concrete. 1. Products: Subject to compliance with requirements, provide available products that may be incorporated into the Work include, but are not limited to, the following: a. Axim Italcementi Group, Inc.; CATEXOL CimFilm. b. BASF Construction Chemicals - Building Systems; Confilm. C. ChemMasters; SprayFihn. d. Conspec by Dayton Superior; Aquafilm. e. Dayton Superior Corporation; Sure Film (J-74). f. Edoco by Dayton Superior; BurkeFihn. g. Euclid Chemical Company (The), an RPM company; Eucobar. h. Kaufman Products, Inc.; Vapor -Aid. i. Lambert Corporation; LAMBCO Skin. j. L&M Construction Chemicals, Inc.; E-CON. k. Meadows, W. R., Inc.; EVAPRE. I. Metalcrete Industries; Waterhold. M. Nox-Crete Products Group; MONOFILM. n. Sika Corporation; SikaFilm. o. SpecChem, LLC; Spec Film. P. Symons by Dayton Superior; Finishing Aid. q. TK Products, Division of Sierra Corporation; TK-2120 TRI-FILM. r. Unitex; PRO -FILM. S. Vexcon Chemicals, Inc.; Certi-Vex Envio Set. B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made froin jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. C. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. D. Water: Potable. E. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, T ype 1, Class B, dissipating. 033000-5 Cast -In-Place-Concrete 11'B #22-001 Ocoee Wellness Park OCOEE'"IELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE Products: Subject to compliance with requirements, provide available products that may be incorporated into the Worl< include, but are not limited to, the following: a, Anti -Hydro International, Inc.; AH Curing Compound 42 DR WB. b. BASF Construction Chemicals - Building Systems; Kure 200. C. ChernMasters; Safe -Cure Clear, d. Conspec by Dayton Superior; W.B, Resin Cure. e. Dayton Superior Corporation; Day -Chem Rez Cure (J-1 I-W). f. Ecloco by Dayton Superior; Res X Cure WB. g. Euclid Chemical Company (The), an RPM company, Kurez W VOX; TAMIVISCURE WB 30C. h. Kaufman Products, Inc.; Thinfilm 420. i. Lambert Corporation; AQUA KURE - CLEAR. j. L&M Construction Chemicals, Inc.: L&M Cure R. 1<. Meadows, W. R., Inc.; I I00-CLEAR. I. Nox-Crete Products Group; Resin Cure E. M. Right Pointe; Clear Water Resin. n. SpecCheni, LLC; Spec Rez Clear. o. Symons by Dayton Superior; Resi-Chem Clear. p. TIC Products, Division of Sierra Corporation; TK-2519 DC WB. q. Vexcon Chemicals, Inc.; Certi-Vex Erw10CUre 100. Clear, Waterborne, Membrane -Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. BASF Construction Chemicals - Building Systems; Kure 1315. b. ChemMasters; Polyseal WB. C. Conspec by Dayton Superior; Sealcnre 1315 WB. d. Edoco by Dayton Superior; Cureseal 1315 WB. e. Euclid Chemical Company (The), an RPM company; Super Diamond Clear VOX; LusterSeal WB 300. f. Kaufman Products, Inc.; Sure Cure 25 Emulsion. g. Lambert Corporation; UV Safe Seal. h. L&M Construction Chemicals, Inc.; Lnllliseal WB Plus. i. Meadows, W. R., Inc.; Vocomp-30. j. Ivletalcrete Industries; N/letcure 30, k. Right Pointe; Right Sheen W1330. I. Symons by Dayton Superior; Cure & Seal 31 Percent E. M. Vexcon Chemicals, Inc.; Vexcon Starseal 1315. 2. VOC Content: Curing and sealing compounds shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 033000-6 Cast -In-Place-Concrete ITB H22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS K�]l[�1:71D1�1 DI 2.7 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber or ASTM D 1752, cork or self -expanding cork. B. Semirigid Joint Filler: Two -component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240. C. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene. 2.8 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures. B. CementitiOnS Materials: Limit percentage, by weight, of cementitioLrs materials other than portland cement in concrete as follows: 1. Fly Ash: 25 percent. 2. Combined Fly Ash and Pozzolan: 25 percent. 3. Ground Granulated Blast -Furnace Slag: 50 percent. 4. Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace Slag: 50 percent portland cement minimum, with fly ash or pozzolan not exceeding 25 percent. 5. Silica Fume: 10 percent. 6. Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent. 7. Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent. C. Limit water-soluble, chloride -ion content in hardened concrete to 0.06 percent by weight of cement. D. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing high -range water -reducing or plasticizing admixture in concrete, as required, for placement and workability. 2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 2.9 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. 033000-7 Cast -Iu-Place-Concrete ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS 1. When air temperature is between 85 and 90 (leg F, reduce mixing and delivery time from 1-1/2 horns to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows: Class A, 1/8 inch for smooth -formed finished surfaces. Class B, 1/4 inch Class C, 1/2 inch Class D, 1 inch for rough -formed finished surfaces. D. Construct forms tight enough to prevent loss of concrete mortar. E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to l vertical. 1. Install keyways, recesses, and the like, for easy removal. 2. Do not use rust -stained steel form -facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Form openings, chases, offsets, sinkages, keyways, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. H. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 033000-8 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining Nvork that is attached to or supported by cast -in -place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges." 2. Install reglets to receive waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions. 3. Install dovetail anchor slots in concrete structures as indicated. 3.3 REMOVING AND REUSING FORMS A. General: Formtivork for sides of beams, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form - removal operations and curing and protection operations need to be maintained. 1. Leave formwork for beam soffits, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength. 2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approves( by the Owner's Representative. 3.4 VAPOR RETARDERS A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's Nvritten instructions. 1. Lap joints 6 inches and seal with manufacturer's recommended tape. B. Granular Course: Cover vapor retarder with granular fill, moisten, and compact with mechanical equipment to elevation tolerances of plus 0 inch or minus 3/4 inch. 1. Place and compact a 1/2-inch- thick layer of fine -graded granular material over granular fill. 033000-9 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS 3.5 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars, 1. Weld reinforcing bars according to AWS D1.4/D I AM, where indicated. D. Set wire ties lvith ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. 3.6 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Owner's Representative. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints unless otherwise indicated. Do ]lot continue reinforcement through sides of strip placements of floors and slabs. 2. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3. Use epoxy -bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. C. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. 3.7 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Owner's Representative. 033000-10 Cast -Iu-Place-Concrete I'm #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE C. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water -reducing admixtures to mixture. D. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth to not exceed fornnvork design pressures and in a manner to avoid inclined construction joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. E. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, fi-eezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. G. Hot -Weather Placement: Comply with ACI 301 and as follows: Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 033000-11 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.8 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 for hot- weather protection during curing. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.21b/sq. ft. x h before and during finishing operations. C. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water -fog spray. C. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces 4vith moisture -retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. hnmediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. C. Cure concrete surfaces to receive floor coverings with either a moisture -retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. Curing Compound: Apply uniformly in Continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall vwithin three hours after initial application. Maintain continuity of coating and repair damage during curing period. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written 033000-12 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.9 FIELD QUALITY CONTROL A. Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports. B. Inspections: 1. Steel reinforcement placement. 2. Verification of use of required design mixture. 3. Concrete placement, including conveying and depositing. 4. C1.11•ing procedures and maintenance of curing temperature. 5. Verification of concrete strength before removal of shores and forms from beams and slabs. C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. 2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of cacti concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method, for normal -weight concrete; ASTM C 173/C 173M, volumetric method, for structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 5. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 6. Compression Test Specimens: ASTM C 31/C 31M. a. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample. b. Cast and field cure two sets of two standard cylinder specimens for each composite sample. 7. Compressive -Strength Tests: ASTM C 39/C 39M; test one set of two laboratory -cured specimens at 7 days and one set of two specimens at 28 days. a. Test one set of two field -cured specimens at 7 days and one set of two specimens at 28 days. 033000-13 Cast -In-Place-Concrete ITT #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CONCRETE b. A compressive -strength test shall be the average compressive strength from a set of two specimens obtained from same composite sample and tested at age indicated. 8. When strength of field -cured cylinders is less than 85 percent of companion laboratory - cured cylinders, Contractor shall evaluate operations and provide corrective procedures for protecting and curing in -place concrete. 9. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. 10. Test results shall be reported in writing to the Owner's Representative, concrete manafacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. 11. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by the Owner's Representative. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by the Owner's Representative. 12. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 13. Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents. END OF SECTION 03 30 00 033000-14 Cast -In-Place-Concrete ITB #22-001 Ocoee Wellness Park OCOEF WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK SECTION 3120 00 — EARTH MOVING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Provide all labor, materials, equipment and transportation required to complete the earthwork as shown on the Drawings and specified herein. The work includes: 1. Site grading and filling to indicated elevations, profiles and contours. 2. Excavating, Dewatering and backfilling trenches. 3. Subgrade preparation for structure slabs and paving. 4. Finish grading of disturbed landscape areas. B. Related Work: 1. Section 02 2200 - Existing Conditions Assessment 2. Section 31 2310 - Trenching, Backfilling and Compacting 3. Section 32 1110 - Stabilized Subgrade 4. Section 32 3300 - Concrete Site Structures 5. Section 32 9300 — Landscaping 1.3 QUALITY ASSURANCE A. Comply with Division 1 requirements. B. Testing and Inspection: Performed by a qualified independent testing laboratory, under the supervision of a registered Engineer, specializing in soils engineering. C. Laboratory and Soils Engineer shall be selected by the Owner. D. Materials and methods of construction shall comply with the standards indicated. E. Soil Compaction testing in accordance with AASHTO T180, Method D. Other acceptable testing methods: ASTM D-1557 Modified Proctor. F. Comply with earthwork recommendations presented by the Geoteclmical Engineer in the Soils Evaluation Report. 312000-1. Earth Moving ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK G. List of Standards for conformance: 1. Florida Department of Transportation (FDOT) "Standard Specifications for Road and Bridge Construction", current published edition. 2. The City of Ocoee Engineering Standards Manual, current edition. 1.4 SUBMITTALS A. Provide samples of materials proposed for use and forward samples to testing laboratory for testing as directed by the Owner's Representative. B. Pre -Excavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, which might be misconstrued as damage caused by earth moving operations. Submit before earth moving begins. C. Submit test results to the Owner for the following: Maximum dry density of on -site excavational materials to be used as fill. Maximum dry density of fill material from off -site locations. In -field density determinations for earthAvork construction. Copy of Pre -Excavation Photographs and/or Video in standard industry format. 1.5 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Division 1. B. Accurately record location of utilities remaining, final grades of entire site (paved and unpaved areas), slope gradients, location of other underground pipes, top and invert elevations of drainage system components, and location of all paving (drives and walks). 1.6 PROJECT CONDITIONS A. Known underground and surface utility lines are indicated on the drawings. B. Protect existing plants, trees, lawns, and other features designated to remain as pact of the landscaping work. In the event of damage, immediately make all repairs and replacements necessary at no additional cost to the O\vner. C. Protect excavations by shoring, bracing, sheeting, underpinning, or other methods, as required to prevent cave-ins or loose dirt from entering excavation. Barricade and cover open excavations and post warning lights at work .adjacent to public streets and walks to protect pedestrians and workmen. 312000-2 Earth Moving ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTH`NORIC D. Underpin adjacent structure(s), including utility service lines, which may by damaged by excavation operations. E. Provide temporary shoring, support and/or restrain of existing utility poles and active service lines affected by the underground utility installation. F. Promptly repair damage to adjacent facilities caused by earthwork operations. Cost of repair at Contractor's expense. G. Promptly notify the Owner's Representative of unexpected sub -surface conditions, H. Grade at excavations to prevent surface water draining into excavations. Provide adequate dewatering methods, as needed. PART 2 PRODUCTS 2.1 MATERIALS A. All fill material shall be approved by the Owner's Representative prior to placement. B. Fill materials: Inert subsoil material free of organic matter, rubbish, debris, and rocks greater than 4-in, diameter and meeting the following requirements. 1. Plastic index of not more than 30 - ASTM D424. 2. Minimum laboratory dry weight at optinnunn moisture content of 110 pounds per cubic feet. Material weighing less than 105 pounds per cubic foot (laboratory dry weight) is NOT acceptable as fill material. 3. Provide imported fill material as required to complete the work. Obtain rights and pay all cost for imported materials. 4. Proposed fill material shall be inspected, tested, and laboratory report issued prior to use in the work. 5. Suitable excavated materials removed to accommodate new construction may be used as fill material subject to Soils Engineer's inspection and approval. Material weighing less than 105 pounds per cubic foot (laboratory dry weight) is NOT acceptable as fill material. 6. Clean Fill Certification/Testing is required for all import fill prior to import fill being placed on site. C. Topsoil: Natural, friable, fertile soil characteristic of productive soil in the vicinity, reasonably free of stones, clay, humps, roots, and other foreign matter. Provide imported topsoil material as required to complete the work. Proposed topsoil material shall be acceptable to the Owner's Representative. 312000-3 Earth Moving ITB #22-001 Ocoee wellness Park OCOEE MIELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK D. Coarse Aggregates: Coarse aggregates shall consist of naturally occurring materials such as gravel or crushing a parent rock material and shall conform to MOT Specification 901. E. Geosynthetic Reinforcement (Geogrids): Used as primary and secondary slope reinforcement elements conforming to MOT Specification Section 145 and Standard Index 501. F. Other materials required for proper completion of work: As selected by Contractor and acceptable to the Owner's Representative. rm"1��:�vc��lr�c�� 3.1 PREPARATION A. Establish extent of grading and excavation by area and elevation. Designate and identify datum elevation and project engineering reference points. Set required lines, levels, and elevations. B. Do not cover or enclose work of this Section before obtaining required inspections, tests, approvals, and location recording. C. Environmental Requirements: 1. All work shall be performed in accordance vwith state and local building codes and Environmental Protection Agency (EPA) regulations. 2. Noise producing activities shall be held to a minimum, Internal combustion engines and compressors, etc., shall be equipped with mufflers to reduce noise to a minimum, Comply with all noise abatement ordinances. 3. Keep all areas within the construction area sufficiently dampened to prevent dust from rising due to construction. Comply with all anti -pollution ordinances. The contractor shall ensure that trucks leaving the site do so in such a manner that mud and earth will not be deposited on adjacent street pavements. Any mud or earth deposited on street pavements shall be promptly removed by this contractor. 3.2 EXISTING UTILITIES A. Before starting grading and excavation, establish the location and extent of underground utilities in the work area. Exercise care to protect existing utilities during earthwork operations. Perform excavation work near utilities by hand and provide necessary shoring, sheeting, and supports as the work progresses. Conform with Florida's Sunshine One -Call System (SSOCOF). 312000-4 Earth Moving, IT13 #22-001 Oeoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS B. Maintain, protect, relocate, or extend as required existing utility lines to remain which pass through the work area. C. Protect active utility services uncovered by excavation. D. Remove abandoned utility service lines from areas of excavation. E. Accurately locate and record abandoned and active utility lines rerouted or extended on project record dOcuments. 3.3 SITE GRADING A. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles, and /or contours indicated. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades. B. Grade surfaces to assure areas drain away from structures and to prevent ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes and as follows: l . Rough grading: Plus or minus 0.10 ft. subgrade tolerance. Finish required will be that ordinarily obtained from blade -grader (box blade) operations. 2. Provide subgrade surface free of exposed boulders or stones exceeding 4" in greatest dimension in paved areas, 2" lawn and planting areas. 3. Lawn and planting areas: Allow for 12-in. average depth of topsoil at planting areas, where indicated on the drawings. 4. Paved areas: Shape surface of subgrade areas to line, grade, and cross-section indicated. Provide compacted subgrade suitable to receive paving base materials. Subgrade tolerance plus 0, minus 2". C. Grading at existing trees to remain: 1. Cut roots cleanly to depth 3-in. below proposed finish grade. Coat curt roots with tree paint. 3.4 EXCAVATING A. Excavate for pipes, pipeline appurtenances and structures to elevations and dimensions shown. Extend excavation from cast -in -place structures to permit placing and removal of formwork, installation of materials, services, and inspection. Hand trim excavations to final grade just before concrete is placed. Remove loose, soft materials, and all organic matter. Cast -in -place structures shall bear on approved undisturbed bearing soil. B. Obtain inspection and testing of foundation excavations by Soils Engineer before concrete is placed. 312000-5 Eafth Moving I'rB #22-001 Ocoee Wellness Park 3.5 3.6 OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK C. Excavate for curbs, Nvalks, and paving to cross -sections, elevations, and grade indicated. Allow for base material. D. Earth excavation shall include the satisfactory removal and disposal of all materials encountered, regardless of the nature of the material, the condition of the materials at the time they are excavated, or the manner in which they were excavated, except materials classified as rock excavation. E. Extra excavation: Excavate unsatisfactory soil materials extending below required elevations to depth as directed by the Owner's Representative. F. Unauthorized excavation: Baekfill and fill all over -excavation to proper grades. Additional labor and material for unauthorized excavation and remedial work at Contractor's expense. G. It is the Contractor's responsibility to ensure that excavations do not endanger unknown utilities or other facilities. Shore, sheet, or brace excavations as required to maintain security. Remove shoring and bracing as backfilling progresses, when banks are safe against caving. H. All suitable materials removed from the excavation shall be used as far as practicable within the project site. Unsuitable material includes muck, rock, clay, limestone, heterogeneous fill material, rubble, abandoned utilities and any organic material. Unsuitable material shall be removed to the required depth and replaced to the satisfaction of the Engineer with suitable material. DRAINAGE A. Provide necessary pumps and drainage lines and maintain excavations, including trenches and pits free from water during excavation and subsequent work operations. B. Provide drainage of the working area at all times. C. Route surface drainage so as to not impact neighboring private properties. FILLING, BACKFILLING, AND COMPACTING A. Obtain inspection and approval of subgrade surfaces by the Owner's Representative prior to filling operations. Scarify, dry, and compact soft and wet areas; remove and replace unsuitable subgrade materials with an approved compacted fill material. Take corrective measures before placing fill materials: Topsoil is not permitted as fill or backfill material within structure limits or under paved areas. 312000-6 Earth Moving ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS B. Soil stabilization: When exposed subgrade surfaces become spongy during construction operations and soil stabilization is required, contractor shall stabilize subgrade materials as directed by the Engineer. C. Spread approved fill material uniformly in layers not greater than 12-inch of loose thickness over entire fill area. 1. Thickness of layers may be increased provided the equipment and methods used are proven by field density testing to be capable of compacting thicker layers to specified densities. Layer thickness shall be decreased if equipment and methods used are proven to be incapable of compacting layers to specified densities. If handheld compaction equipment is used, the lift thickness should be reduced to no more than 6 inches. 2. Rock that will not pass through a 6-inch diameter ring shall not be placed Nvithin the top 12-inches of the surface of the completed fill. Rock that will not pass through a 3-inch diameter ring shall not be placed within the top 4 inches of the completed fill. 3. Moisture -condition fill material by aerating or watering and thoroughly mix material to obtain moisture content permitting proper compaction. The construction tolerances for moisture content are: -2% to +2% from optimum. Full compaction must be achieved at or above stated minimum density, stated in section 3.6(G). 4. Place and compact each layer of fill to indicated density before placing additional fill material. Repeat filling until proposed grade, profile or contour is attained. 5. Suspend fill operations when satisfactory results cannot be obtained because of environmental or other unsatisfactory site conditions. Do not use Muddy fill materials. Do not place fill material on muddy subgrade surface. 6. Maintain surface conditions which permit adequate drainage of rain water and prevent ponding of surface water in pockets. When fill placement is interrupted by rain, remove wet surface materials or permit to dry before placing additional fill material. 7. Filling at existing trees that are to remain: For minor fills of 6-inches or less: Use topsoil and hand grade to required finish grade elevation. D. Suitable Fill: All fill must be free of organic materials, such as roots or vegetation. Recommended fill material with less than 12-percent by dry weight of material passing the US Standard Sieve No. 200. Place backfill materials in uniform layers, i.e, lifts. Each lift shall not exceed 12-inches in un-compacted thickness when using large compacting equipment and 6-inches for hand-held compaction equipment. Each lift must be fully compacted over the entire backfill area. E. Fill all areas of settlement to proper grade before subsequent construction operations are performed. F. Compaction: 1. Proof -roll the subgrade for the stability and uniformity of the surface by a medium weight non -vibratory roller (5-ton roller acceptable) in areas of proposed 312000-7 Earth Moving ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS structures and pavements. Proof rolling should be performed Nvith repeated passes to obtain densification of the in -place soils to depths of approximately 3 feet below beginning grade. Compact the material to a minimum density of 98% of the maximum dry density for the top 18-inches beloNv ground surface. The proof -compaction shall be performed using repeated and overlapping passes throughout the required compaction areas, to result in uniform densification of the subgrade soils. Areas exhibiting pumping, \veaving and instability shall be removed and replaced with suitable materials. Contact the Owner's Representative if such conditions are determined to occur. During compaction operations, maintain Moisture content of materials within required moisture range to obtain indicated compaction density. Vibratory compaction equipment may be used only after written authorization of the Owner's Representative and if allowed by the local Municipal Representative. Heavy vibratory compaction should not be performed within l 50-feet of existing structures. G. Provide temporary tree protection fencing at drip line at existing trees that are to remain. 3.7 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus one and one-half inch (1-1/2"). If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services, other construction, and for inspections. l . Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 2. Pile Foundations: Stop excavations 6 to 12 inches above bottom of pile cap before piles are placed. After piles have been driven, remove loose and displaced material. Excavate to final grade, leaving solid base to receive concrete pile caps. 3. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or minus one and one-half inch (1-1/2"). Do not disturb bottom of excavations intended as bearing surfaces. B. Excavations at Edges of Tree -and -Plant Protection Zones: Excavate by hand to indicated lines, cross sections, elevations, and subgrades. Use narrow -tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. 3.8 FINISH GRADING A. Uniformly distribute and spread clean till. Use loose, dry fill material. Do not use muddy topsoil. Place during dry weather. 31 20 00 - 8 Earth Moving ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS CDI_l FZLII'l�il�77i B. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels, profiles, and contours of subgrades. C. Remove stones, roots, weeds, and debris while spreading topsoil materials. Rake surface clean of stones 1-inch or larger in any dimension and all debris. Provide surfaces suitable for soil preparation provided under lawn and planting work. D. Manually install fill at trees to remain. Avoid damage to root systems. E. All finish grades at curbs, sidewalks, slabs, and drives are to be held down below the tops of these surfaces 2 to 3-inches to receive sodding where indicated on the drawings. F. Finish grading tolerances shall be +/- one and one-half inch (1-1/2"). G. Maintenance: 1. Protect finish graded areas from traffic and erosion. Keep free of trash and debris. Repair and re-establish grades in settled, eroded, and damaged areas. 2. Where completed areas are disturbed by construction operations or adverse weather, scarify, re -shape, and compact to required density. 3.9 FIELD QUALITY CONTROL A. Provide field quality control soils testing and inspection during earthwork operations. B. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist testing agency representatives in execution of their function. C. Fill materials: Test proposed materials to verify suitability for use, gradation of material, moisture -density relationship, design bearing value, and percent of organic materials as directed by the Engineer or Owner. D. Methods of control and testing of proposed construction to be employed in this work are: 1. Maximum density of materials shall be determined by AASHTO T-180 (Modified Proctor, ASTM D-1557). 2. Field density of the constructed levels shall be determined by AASHTO T238, Density by Nuclear Methods. ASTM: D2922 Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). E. Subgrade surfaces: Based on visual examination at the site, provide hearing tests as required to verify subgrade surfaces are adequate and meet or exceed design hearing values. Cast -in -Place Structures or Paved Surfaces: Make at least one test for each 2,000 sq. ft. of slab area and 6,000 sq. ft. of paved area. 312000-9 Earth Moving ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECII+IC TECHNICAL SPECIFICATIONS VZONIYUAY]NE F. Compaction operations; Provide full-time inspection and testing during structure slabs and paved areas filling and compaction operations. Test each lift or fill to verify compaction meets specified requirements. Provide periodic inspection and testing during site area filling and compaction operations. G. When, during progress of work, field tests indicate that installed compacted materials do not meet specified requirements, proved additional compaction until specified density is achieved, or remove and replace defective materials with new materials as directed by the Engineer. Cost of additional labor, materials, and testing to attain specified density at Contractor's expense. 3.11 DEWATERING A. The Contractor shall provide all necessary pumps, underdrains, well -point or other acceptable and permitted systems, and other means for removing water from trenches and other parts of the work. The Contractor shall continue deNvatering operations in order to achieve adequate environmental conditions required for the earthwork activities. B. Water from the site and/or excavations shall be disposed of in such a manner as will not cause injury to public health, to public or private property, to the work completed or in progress, to the surface of the streets, or cause any interference with the use of the sarne by the public. The Contractor shall submit their proposed methods of handling trench water and locations at which the water will be disposed of to the Owner's Representative for approval before starting and shall receive approval before excavation. C. If the dewatering requires permitting through regulatory agencies including but not limited to SJRWMD, it is the responsibility of the Contractor to obtain all required permits. D. All Costs associated with Expected and Unexpected Dewatering Work is the responsibility of the Contractor. 3.12 DISPOSAL OF WASTE MATERIALS A. Stockpile, haul from site, and legally dispose of waste materials, including excess excavated materials, rock, trash, and debris. 3.13 CLEANING A. Upon completion of earthwork operations, clean areas within contract limits, remove tools, and equipment Provide site clear, clean, free of debris, and suitable for site work operations. END OF SECTION 3120 00 3120 00 -10 Earth Moving ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK This page intentional left blank. 3120 00 - 11 Earth Moving ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTH WORIC SECTION 3123 10 - TRENCHING, BACICFILLING, AND COMPACTING PARTI- GENERAL 1.1 DESCRIPTION OF WORK A. Provide all labor, materials, equipment and transportation required to complete the clearing, excavating, grading and backfilling and related activities such as sheeting bracing and de�vatering as required for the construction of the utility systems consisting of piping and appurtenances as shown on the Drawings and specified herein. B. Related Work: Section 31 20 00: Earth Moving 1.2 QUALITY ASSURANCE A. Testing and inspections: Performed by a qualified independent testing laboratory, under the supervision of a registered professional engineer, specializing in soils engineering. B. Laboratory and Soils Engineer shall be acceptable to the. Owner's Representative. C. Materials and methods of construction shall comply within the standards indicated. 1.3 SUBMITTALS A. Provide samples of materials proposed for use and forward samples to testing laboratory for testing as directed by the Owner's Representative. B. Submit test reports to the Owner for the following: Maximum dry density of on -site excavated materials to be used as fill, Maximum dry density of fill materials from off -site locations. Infield density tests of backfilled trenches. 1.4 PROJECT CONDITIONS A. Known underground and surface utility lines are indicated on the drawings. B. Protect existing plants, trees, laN-vns, and other features designated to remain as part of the landscaping work. hn the event of damage, immediately make all repairs and replacements necessary at no additional cost to the Owner. C. Protect excavations by shoring, bracing, sheeting, underpinning, or other methods, as required to prevent cave-ins or loose dirt from entering excavations. Barricade and cover open excavations and post warning lights at work adjacent to public streets and walks to protect pedestrians and workmen, 31 23 10 - 1 Trenching, Pacicfilling, and Compacting ITB 822-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK D. Underpin adjacent structure(s), including utility service lines, which may be damaged by excavation operations. E. Promptly repair damage to adjacent facilities caused by earthwork operations. Cost of repair at Contractor's expense. F. Promptly notify the Owner's Representative of unexpected sub -surface conditions. G. Grade at excavations to prevent surface water draining into excavated areas. PART 2 - PRODUCTS 2.1 BEDDING AND FOUNDATIONS A. Class A (Concrete Cradle or Concrete Arch Bedding) This class of bedding shall be used only where specifically shown in the Drawings or directed by the Owner's Representative. If the use of a concrete cradle is required the pipe shall be bedded in a monolithic concrete cradle with a minimum thickness equal to 3 the outside pipe diameter or to a minimum of four inches under the barrel, whichever is greatest, and. Extending up the sides of the pipe to a height equal to 2 of the outside of the pipe diameter. The cradle shall have an overall width equal to 13 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches, whichever is greater. The concrete shall have a day compressive strength of 3,000 psi. B. Class B (First -Class Bedding) 1. Where Class B Bedding is required, the trench shall be excavated below the planned bottom of the pipe to a depth equal to 3 the nominal diameter of the pipe, or 6 inches, whichever is greater. The over -excavated depth shell be backfilled using either Type 1 or Type 3 materials carefully compacted and shaped using hand tools to provide a uniform support for the lower portion of the pipe barrel. Shaping under the pipe bells shall be so that the bell does not support the pipe and joints can be made without bedding material interference. 2, At the option of the Contractor, Class B Bedding may be used in place of Class C (Ordinary Bedding) provided that the exercise of this option shall create no additional expense to the Owner. C. Class C (Ordinary Bedding) 1. For Class C Bedding the pipe shall be placed on undisturbed native soil and in such a manner that the lower portion of the pipe barrel is uniformly supported for the fill length of the barrel. The trench bottom shall be hand shaped to provide a firm support for the pipe. Excavation tinder the bell shall be sufficient so that the bell 312310-2 Trenching, Backfilling, and Compacting ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PAIZK SPECIFIC TECHNICAL SPECIFICATIONS does not support the pipe and be made without interference, 2. Class C Bedding shall be used for all pipe line construction unless shown otherwise on the Drawing or unless the Contractor exercises the option to use Class B Bedding at no extra cost to the Owner. D. Unsuitable Bedding Material If the materials encountered at the normal bottom of the trench excavation are in the sole judgment of the Owner's Representative or his authorized representative, unsuitable to act as fOu11Clati011 for the pipe, such material shall be excavated to the depth necessary to obtain a suitable foundation. The unsuitable material shall be removed as soon as possible and backfill placed in accordance with the requirements for Class B Bedding. 2.2 BACKFILL MATERIAL All back -fill material shall be Type 1, or Type 2, or Type 3 as described below. A. Type 1 - Type I material shall be well -graded crushed stone or crushed gravel meeting the requirements of MOT Gradation 67 (: inch to No. 4 Sieve). This material shall be used primarily for pipeline and manhole foundations. B. Type 2 - Type 2 material shall be unclassified material obtained from the Contractor's excavations and approved by the Owner's Representative. The material shall be substantially free from wood, roots, humus, peat, muck, and other organic materials. It shall not contain clods, stones, masonry rubble, and the like greater than 6 inches through the largest dimension. In general, Type 2 material shall consist of sand, loam, sandy -loam, clayey -sand, gravel, or crushed stone. C. Type 3 - Type 3 material shall be select granular material, free from organic matter, of such size and gradation that the desired compaction can be readily attained. Material from the Contractor's excavations may be used, if it meets the above requirements. Otherwise it must be imported. PART 3 - EXECUTION 3.1 CLEARING A. The Contractor shall perform all clearing necessary for the proper installation of all piping and appurtenances in the locations shown on the Drawings. Plantings, shrubbery, trees, utility poles or structures subject to damage resulting from the excavation shall be transplanted, relocated, braced, shored, or otherwise protected and preserved unless other\vise directed by the Owner's Representative. 312310-3 Trenching, Backfilling, and Compacting I'M #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EARTHWORK 3.2 EXISTING UTILITIES A. Before starting grading and excavation, establish the location and extent of underground utilities in the work area. Exercise care to protect existing utilities -during earthwork operations. Perform excavation work near utilities by hand and provide necessary shoring, sheeting, and supports as the work progresses. B. Maintain, protect, relocate, or extend as required existing utility lines to remain which pass through the work area. Pay costs for this work, except as covered by the applicable utility companies. C. Protect active utility services uncovered by excavation. D. Remove abandoned utility service lines from areas of excavation. Cap, plug, or seal abandoned lines and identify termination points at grade level with markers E. Accurately locate and record abandoned and active utility lines rerouted or extended on project record documents. 3.3 EXCAVATION A. The Contractor shall perform all excavation of every description and of whatever substances encountered, to the dimensions and depth shown on the Drawings, or as directed. All excavations shall be made by open cut. All existing utilities such as pipes, poles and structures shall be carefully supported and protected from injury, and in case of damage, they shall be restored at no cost to the Owner. B. Trench walls shall be kept vertical; and, if required to protect the safety of workmen the general public, this or other work or structures, or to maintain trench widths within the limits hereinafter specified, shall be properly sheeted and braced. Where wood sheeting or certain designs of steel sheeting are used, the sheeting shall be Cut off at a level 2-foot above the top of the installed pipe and that portion below that level shall be left in place. If interlocking steel sheeting is used, it may be removed providing removal can be accomplished without disturbing the bedding, pipe or alignment of the constructed utility. Any disturbance caused by removal of sheeting shall be cause for rejection of the affected portion of the work. Not more than 200-feet of trench shall be opened ahead of pipe laying operations at one time unless a greater length of open trench is approved by the Owner's Representative. C. In areas where trench widths are not limited by right-of-way, and/or easement widths, property line restrictions, existing adjacent improvement, including pavements, structures and other utilities, and maintenance of traffic, the trench sides may be sloped to a stable angle of repose of the excavated material. A substantially and safely constructed movable shield, "box" or "mole" may be used in place of sheeting when the trench is opened immediately ahead of the shield and closed immediately behind the shield as pipe laying proceeds inside the shield. 312310-4 Trenching, Backfilling, and Compacting ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHIa1ICAL SPECIFICATIONS EARTHWORK' D. Ladders or steps shall be provided for and used by workmen to enter and leave trenches. E. Pipe trenches for utility lines shall be excavated to a width within the limits of the top of the pipe and the trench bottom so as to provide a clearance on each side of the pipe barrel, measured to the face of the excavation or sheeting, if used, of 8-inches to 12-inches. Where the pipe size exceeds 12-inches, the clearance shall be from 12-inches to 18-inches, All pipe trenches shall be excavated to a level of 8-inches below the outside bottom of the proposed pipe barrel Nvhere the existing material is unsuitable for building. F. Excavation for appurtenances shall be sufficient to provide a clearance between their outer surfaces and the face of the excavation or sheeting, if used, of not less than 12-inches. Manhole excavations shall be carried to sufficient depth to permit their construction on the undisturbed bottom of the excavation. G. Materials removed from the trenches shall be stored and disposed of in such a manner that they will not interfere unduly with traffic on public streets and sidewalks and the}/ shall not be placed on private property. In congested areas, such materials as cannot be stored adjacent to the trench or used immediately as backfill shall be removed to convenient places of storage. H. All materials suitable for use as backfill shall be hauled to and used in areas where not enough suitable material is available from the excavation. Suitable material in excess of backfill requirements and all unsuitable material shall become the property of the Contractor and shall be removed from the \vork area and disposed of by the Contractor at his expense. 3.4 DEWATERING A. It is a basic requirement of these specifications that excavations shall be free from water before pipe or structures are installed. B. The Contractor shall provide all necessary pumps, underdrains, Nvell-point systems, and other means for removing water from trenches and other parts of the work. The Contractor shall continue dewatering operations until the backfill has progressed to a sufficient depth over the pipe to prevent flotation or movement of the pipe in the trench and so that it is above the natural water table. The trench shall be excavated no more than the available pumping facilities are capable of handling. C. Water from the trenches and excavation shall be disposed of in such a manner as will not cause injury to public health, to public or private property, to the work completed or in progress, to the surface of the streets, or cause an), interference with the use of the same by the public. At no time shall any pumps emit an unacceptable noise level or Contractor vwill be required to shut down pumping operations. The discharge from pumps shall be routed to settling basins or other acceptable erosion and sedimentation control devices prior to discharging to natural or existing drainage channels or storm sewers. 312310-5 Trenching, I3ackfilling, and Compacting ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS vivo D. The Contractor shall submit his proposed methods of handling trench water and locations at which the water will be disposed of to the O\vner's Representative for approval before starting and shall receive approval before excavation. E. Any and all permits required for dewatering are the responsibility of the Contractor and shall be obtained prior to commencement of construction. It is the responsibility of the Contractor to prepare, submit and obtain all required permits. F. All Costs associated with Expected and Unexpected Dewatering Work is the responsibility of the Contractor. 3.5 PIPE BEDDING A. As described above, all pipe trenches shall be excavated to a level 8-inch below the outside bottom of the proposed pipe barrel in areas where the existing material is unsuitable for bedding. The resulting excavation shall be backfilled with approved pipe bedding material, up to the level of the lower one-third of the proposed pipe barrel. This backfill shall be tamped and compacted to provide a proper bedding for the pipe and shall then be shaped to receive the pipe. Bedding shall be provided under the branch of all fittings to furnish adequate support and bearing under the fitting, B. Any excavation below the levels required for installation of the pipe bedding, except for "Additional Excavation", as hereinafter specified, shall be backfilled with approved bedding material, tamped, compacted and shaped to provide proper support for the proposed pipe, at no additional cost to the Owner. 3.6 TRENCH STABILIZATION A. No claim for extras or additional payment will be considered for cost incurred in the stabilization of trench bottoms which are rendered soft or unstable as a result of construction methods, such as improper or inadequate sheeting, dewatering or other causes. In no event shall pipe be installed when such conditions exist and the Contractor shall correct such conditions so as to provide proper bedding or foundations for the proposed installation at no additional cost to the Owner. 3.7 TRENCHING, BACKFILLING & COMPACTING FOR UTILITY SYSTEMS A. Backfilling of utility trenches will not be allowed until the work has been approved by the Owner's Representative, pressure tested if required, and the Owner's Representative indicates that backfilling may proceed. Any Nvork which is covered or concealed without the knowledge and consent of the Owner's Representative shall be uncovered or exposed for inspection at no cost to the Owner. B. Backfill material placed within 1-foot of piping and appurtenances shall not contain any stones or rocks larger than 1-inch in diameter. C. If a sufficient quantity of suitable backfill material is not available from the trench or other 312310-6 Trenching, Backfilling, and Compacting ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARI� SPECIFIC TECHNICAL SPECIFICATIONS excavations within the site of the work, the Owner's Representative Will order the Contractor to provide additional material suitable for this purpose. The additional material shall be installed as specified herein. D. Selected backfill material containing no stone or rocks larger than 2-inches shall be placed in 6-inch layers and thoroughly tamped to a depth of 12-inches over the top of the pipe. Particular attention and care shall be exercised in obtaining thorough support for the branch of all service connection fittings. Care shall be taken to preserve the alignment and gradient of the installed pipe. E. After the backfill has been placed to a level 12-inch over the pipe, the remainder of the backfill shall be placed in layers, not to exceed 9-inches, and compacted with mechanical vibrators or other suitable equipment to obtain a density of the backfilled material of not less than 98 percent of its maximum dry density as hereinafter defined. F. No more than 400-feet oi'trench with pipe in place shall be partially backfilled at any time. 3.8 ADDITIONAL EXCAVATION AND BACKFILL A. Where organic material, such as roots, muck, or other vegetable matter, or other material which, in the opinion of the Owner's Representative, will result in unsatisfactory foundation conditions, is encountered below the level of the proposed pipe bedding material, it shall be wholly or partially removed as directed by the O\vner's Representative and wasted. Sheeting shall be installed if necessary to maintain pipe trenches within the specified limits. The resulting excavation shall be backfilled With suitable backfill material, placed in 6-inch layers, tamped and compacted Lip to the level of the bottom of the proposed pipe bedding material, Sufficient compaction of this material shall be performed to protect the proposed pipe against settlement. Construction shall then proceed in accordance with the provisions of Article 3.05 - Pipe Bedding. B. Additional excavation shall be performed only when ordered by the Owner's Representative. Where organic or other unsuitable material is encountered in the excavation, the Contractor shall bring the condition to the attention of the Owner's Representative and obtain his determination as to \vhether or not the material will require removal, prior to preparing the pipe bedding. C. Additional backfill material, if required, shall be furnished in accordance vwith the provisions therefore in Article 3.9 — Field Quality Control. 3.9 FIELD QUALITY CONTROL A. Provide field quality control soils testing and inspection during utility system installation. B. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist testing agency representatives in execution of their function. C. Test proposed backfill materials to verify suitability for use, gradations of material, 312310-7 Trenching, Backfilling, and Compacting I113 #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS moisture density relation, and percent of organic materials. D. Methods of control and testing of backfill construction to be employed in this work are: Maximum density of the material in trenches shall be determined by AASHTO T- 180. Field density of the backfill material in place shall be determined by AASHTO T- 23 8. E. Backfilling Operations: Test and lift to verify compaction meets specified requirements. Provide periodic inspection and testing during back -filling operations. Make one test per 200 cubic yards of backfill material to be used. Compacted backfill shall be tested for in - place density at the rate of one test location per 500-lineal feet of trench as shown on the plans. In -place density tests shall be taken at each test location in 9-inches intervals beginning at a depth of 12-inches above the pipe. F. Trench backfill which does not comply with the specified densities, as indicated by such tests, shall be reworked and recompacted until the required compaction is obtained. 3.10 RESTORATION OF EXISTING SURFACES A. Paved and grassed areas disturbed by the operations required under this section shall be restored as indicated on the Drawings and/or specified herein. END OF SECTION 3123 10 312310-8 Trenching, Backfilling, and Compacting ITB #22-001 Ocoee wellness Park OCOEE !FELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 13 13 CONCRETE PAVING PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. Provide concrete curbs, walks, and paving as shown and specified. The work includes: 1. Final subgrade preparation and paving base. 2. Curbs, walks, and paving. 1.3 QUALITY ASSURANCE A. Testing and inspection: Performed by a qualified independent testing laboratory. B. Owner shall engage a testing agency to perform materials evaluation tests. C. Materials and methods of construction shall comply with the following standards: 1. American Society for Testing and Materials, (ASTM). 2. American Concrete Institute, (ACI). D. Maintain field records of time, date of placing, curing, and removal of forms of concrete in each portion of work. F. Do not change source or brands of cement and aggregate materials during the course of the work. 1.4 SUBMITTALS A. Submit concrete mix designs. Obtain approval before placing concrete. B. Product data: 1. Submit complete materials list of items proposed for the Nvork. Identify materials source. 2. Submit admixture, curing compound, retarder, and accessory item product data, 3. Submit material certificates for aggregates, reinforcing, and joint fillers. C. Submit concrete delivery tickets. Show the following: 32 13 13-1 Concrete Paving I'm 422-001 Ocoee Welloess Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 1. Batch number. 2. Mix by class or sack content with maximum size aggregate. 3. Air content. 4. Slump test results. 5. Time of loading. D. Submit concrete cylinder strength test reports. 1.5 PROJECT CONDITIONS A. Work notification: Notify Owner's Representative at least 24 hours prior to installation of concrete. B. Establish and maintain required lines and grade elevations. C. Do not install concrete work over wet, saturated or muddy subgrade. D. Do not install concrete when air temperature is below 40 degrees F. Use of calcium chloride, salt, or any other admixture to prevent concrete from freezing is prohibited. E. Protect adjacent Nvork. F. Provide temporary barricades and warning lights as required for protection of project work and public safety. PART2-PRODUCTS 2.1 MATERIALS A. Concrete for Curbs: Concrete shall be Class I that conforms to the requirements of FDOT Standards for Road and Bridge Construction, 1991, Section 345. B. Concrete at Sidewalks: Concrete shall be Class I that conforms to the requirements of FDOT Standards for Road and Bridge Construction, 1991, Section 345. D. Preformed Joint Filler: ASTM D1751, pre -molded, non -extruding asphalt impregnated fiberboard, thickness indicated. E. Curing Compound: ASTM C309, non -yellowing, non -staining liquid membrane forming type containing a fugitive dye. Chlorinated rubber compounds are not acceptable. F. Forms: Wood or metal of sufficient strength to resist concrete placement pressure and to maintain horizontal and vertical alignment during concrete placement. Provide forms straight, free of defects and distortion, and height equal to fiill depth of concrete work. 1. Provide 2" nominal thickness, surfaced plank wood forms for straight sections. Use flexible metal, 1" lumber or plywood forms to form radius bends. 32 13 13-2 Concrete Paving ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS G. Reinforcing: Reinforcing for concrete driveNvays and walks shall be 6 x 6 # 10/10 welded wire mesh or steel rebar. Refer to drawings. H. Form release agent: Non -staining chemical form release agent free of oils, waxes, and other materials harmful to concrete. PART 3 - EXECUTION 3.1 INSPECTION A. Examine subgrades and installation conditions. Do not start concrete work until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Proof roll the subgrade and do all necessary rolling and compacting to obtain firm, even subgrade surface. Fill and consolidate depressed areas, Remove un-conpactable materials, replace with clean fill and compact to Proctor specified within Contract Documents. B. Remove loose material and debris from base surface before placing concrete. C. Install, align, and level forms. Stake and brace forms in place. Maintain following grade and alignment tolerances: 1. Top of form: Maximum 1/8" in 10'-0". 2. Vertical face: Maximum 1/8" in 10'-0". D. Coat form surfaces in contact with concrete with form release agent. Clean forms after each use and coat with form release agent as necessary to assure separation from concrete without damage. E. Locate, place, and support reinforcement as indicated. Provide reinforcing bars at flush concrete curbs in roadAvay areas, adequately supported and secured to prevent displacement. F. Install, set, and build -in work furnished under other specification sections. Provide adequate notification for installation of necessary items. 3.3 INSTALLATION A. Concrete placement: 1. Comply with ACI 304 "Recommended Practice for Measuring, Mixing. Transporting, and Placing Concrete", and as specified. 2. Protect concrete from physical damage or reduced strength due to weather extremes 32 13 13-3 Concrete Paving ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS during mixing, placing, and curing. In cold weather comply with ACI 306, "Recommended Practice for Cold Weather Concreting". In hot weather comply with ACI 305, "Recommended Practice for Hot Weather Concreting". 3. Moisten base to provide a uniform dampened condition at the time concrete is placed. 4. Place and spread concrete to the full depth of the forms. Use only square -end shovels or concrete rakes for hand -spreading and consolidating operations to prevent segregation of aggregate and dislocation of reinforcement. 5. Place concrete in a continuous operation between expansion joints. Provide construction joints when sections cannot be placed continuously. 6. Place concrete in one course, monolithic construction, for the full width and depth of concrete work. 7. Strike -off and bull -float concrete after consolidating. Level ridges and fill voids. Check surface with a 10'-0" straightedge. Fill depressions and refloat repaired areas. Darby the concrete surface to provide a smooth level surface ready for finishing. 8. Provide curb profiles indicated. 9. Provide handicapped ramps where indicated. 10. Provide concrete base for interlocking bricks where indicated. B. Joints: 1. Construct control, expansion, and construction joints properly aligned with face perpendicular to concrete surface. 2. Provide tooled control joints at sidewalks, sectioning concrete into segments as shown on the construction detail. Joints to depth of 1" (minimum). 3. Provide expansion joints using pre -molded joint filler at concrete work abutting curbs, walls, structures, walks, and other fixed objects. a. Locate expansion joints as indicated. When not indicated, provide joints at maximum 30'-0" on center for curbs, Nvalks and concrete slabs below. Align expansion joints in abutting curbs and walks. C. Concrete finishing: 1. Perform concrete finishing using mechanical or hand methods as required. 2. Upon completion of floating, and after bleed water has disappeared and concrete can sustain foot pressure with nominal indentation, cut concrete away from forms. Work edges with an edging tool. 3. Install control joints at indicated locations during edging operations. 4. Complete surface finish as follows: a. Provide sidewalk surfaces with finish specified within Contract Documents before the surface sets to produce a surface uniforul in texture and appearance. b. Provide ramps with non -slip textured finish as indicated on the plans. Curbs: Provide a wood float finish. After floating surface, hand trowel Curb surfaces. Hand troweling shall produce a surface which is free from trowel marks 32 13 13-4 Concrete Paving ITB 422-001 Ocoee wellness Park OCOEE WELLNESS PART{ SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS and uniform in texture and appearance. 3.4 FIELD QUALITY CONTROL A. Provide field duality control testing and inspection during concrete operations. B. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agent and their representatives in execution of their function. C. Testing: Provide slump test on first load of concrete delivered each clay and whenever requested by the Owner's Representative due to changes in consistency or appearance of concrete. Provide air indicator tests and air meter tests for all air -entrained concrete. a. Perform air indicator test with a "Chase" AE 35 or equal air indicator, and air meter test in accordance with ASTM C231 or C173. Test first load of concrete delivered each day. b. Furnish copies of field records and tests reports as listed for strength tests. Strength testing: a. Provide 1 set of 3 test specimens for each 50 cu. yd. placed in any one day. Secure samples in accordance with ASTM C172 and mold specimens in accordance with ASTM C31. b. Test 1 specimen at 7 days and 2 specimens at 28 days in accordance with ASTM C39. C. Furnish copies of field records and test reports as follows: 3 copies to Owner's Representative 1 copy to Contractor 1 copy to Ready Mix Supplier Record the exact location of the concrete in the work represented by each set of cylinders and show on test reports. Provide an insulated moist box for protection of the test cylinders until shipped to the laboratory. 3.5 PROTECTION A. Protect concrete wort: from damage due to construction, vandalism and vehicular traffic until final acceptance. Exclude construction and vehicular traffic fi•om concrete pavement for at least 14 days. 3.6 CLEANING A. Perform cleaning during installation of the wort: and upon completion of the work. Remove from site all excess materials, debris, and equipment. Repair damage resulting from concrete 32 13 13-5 Concrete Paving ITII 822-001 Ocoee Wellness Park OCOEE WELLNESS PART{ SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS operations. B. Sweep concrete sidewalks and pavement, wash free of stains, discoloration, dirt, and other foreign material immediately prior to final acceptance. END OF SECTION 32 13 13 321313-6 Concrete Paving I'rn #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS This page intentional left blank. 321313-i Concrete Paving ITB #22-001 Ocoee Wellness, Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 17 23 — PAVEMENT MARKINGS PART 1- GENERAL 1.1 DESCRIPTION OF WORK A. This work shall consist of furnishing and applying paint and reflective glass beads on pavement surfaces, in the form of traffic lanes, parking bays, areas restricted to handicapped persons, crosswalks, directional arrows, and other detail pavement markings, in accordance with the details as shown or as prescribed by the Owner's Representative. Conform to the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the U.S. Department of Transportation, Federal Highway Administration, for details not shown. 1.2 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. Federal Specifications (Fed. Spec.): TT-B-1325C Beads (Glass Spheres); Retro-Reflective TT-P-1952D Paint, Traffic Black, and Airfield Marking, Waterborne C. Master Painters Institute (MPI): Approved Product List - 2010 D. Florida Department of Transportation (FDOT), Standard Specifications for Road and Bridge Construction (SSRBC), Sections: 710 Painted Pavement Markings; 711 Thermoplastic Traffic Stripes and Markings; 713 Permanent Tape Stripes and Markings. 1.3 QUALITY ASSURANCE A. Only use pavement marking materials listed in the FDOT QPL (Qualified Products List) meeting the requirements of FDOT Specifications Section 971. 1.4 SUBMITTALS: A. Submit record documents in accordance with Division I Requirements. B. Product Data: Submit manufacturer's technical data for each manufactured product, including certification that each product complies with specified requirement. C. Paint: Submit manufacturers paint and glass beads sample. 32 17 23 - 1 Pavement Markings ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR 01PROVEMENTS PART 2-PRODUCTS 2.1 PAINT A. Permanent paint vvthin the Right -of -Way shall conform to Florida Department of Transportation (FDOT), Standard Specifications for Road and Bridge Construction (SSRBC), Section 711, Thermoplastic Traffic Stripes and Markings. Temporary markings within the right-of-way shall comply with FDOT SSRBC Section 710, Painted Pavement Markings. B. Paint for marking pavement (parking lot and zone marking) shall conform to MPI No. 97, color as shown, Paint for obliterating existing markings shall conform to Fed. Spec. TT-P-1952D. Paint shall be in containers of at least 5 Gallons. A certificate shall accompany each batch of paint stating compliance with the applicable publication. 2.2 REFLECTIVE GLASS BEADS A. Beads shall conform to Fed. Spec. TT-B-1325C, Type I, Gradation A. When used in regions of high humidity, coat beads with silicone or other suitable waterproofing material to assure free flow. Furnish the glass beads in containers suitable for handling and strong enough to prevent loss during shipment. A certificate shall accompany each batch of beads stating compliance with this section. 2.3 PAINT APPLICATION A. Apply all marking by approved mechanical equipment. The equipment shall provide constant agitation of paint and travel at controlled speeds. Synchronize one or more paint "guns" to automatically begin and cut off paint flow in the case of skip lines. The equipment shall have manual control to apply continuous lines of varying length and marking widths as shown. Provide pneumatic spray guns for hand application of paint in areas where a mobile paint applicator cannot be used. If the equipment does not have a glass bead dispenser, use a separate piece of equipment. Adjust and synchronize the. equipment with the paint applicator so that the reflective beads are distributed uniformly on the paint lines within ten seconds without any waste. An experienced technician that is thoroughly familiar with equipment, materials, and marking layouts shall control all painting equipment and operations. 2.4 SANDBLASTING EQUIPMENT A. Sandblasting equipment shall include an air compressor, hoses, and nozzles of proper size and capacity as required for cleaning surfaces to be painted. The compressor shall furnish not less than 0.08 m'/s (150 cfn) of air at a pressure of not less than 625 kPa (90 psi) at each nozzle used. 321723-2 Pavement Markings IT13 022-001 Ocoee Welluess Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. Allow new pavement surfaces on -site to cure for a period of not less than 14-Days before application of marking materials. Place temporary pavement markings witliin the roadway as soon as necessary for safe movement of traffic through the work zone. Allow pavement to cure for 30-Days prior to application of permanent thermoplastic markings. B. Thoroughly clean all surfaces to be marked before application of paint. Remove dust, dirt, and other granular surface deposits by sweeping, blowing with compressed air, rinsing with water, or a combination of these methods. Completely remove rubber deposits, existing paint markings, and other coatings adhering to the pavement with scrapers, wire brushings, sandblasting, mechanical abrasion, or approved chemicals as directed by the Owner's Representative. The application of paint conforming to Fed. Spec. TT-P-1952D is an option to removal of existing paint markings on asphalt pavement. Apply the black paint in as many coats as necessary to completely obliterate the existing markings. Where oil or grease are present on old pavements to be marked, scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinse thoroughly after each application. After cleaning, seal oil -soaked areas with cut shellac to prevent bleeding through the new paint. Pavement marking shall follow as closely as practicable after the surface has been cleaned and dried, but do not begin any marking until the Owner's Representative has inspected the surface and gives permission to proceed. The Contractor shall establish control points for marking and provide templates to control paint application by type and color at necessary intervals. The Contractor is responsible to preserve and apply marking in conformance with the established control points. 3.2 APPLICATION A. Apply uniformly painted and reflective pavement marking of required color(s), length, and width with true, sharp edges and ends on properly cured, prepared, and dried surfaces in conformance with the details as shown and established control points. The length and width of lines shall conform within a tolerance of plus or minus 75 nun (3 inches) and plus or minus 3 nun (1/8 inch), respectively, in the case of skip markings. The length of intervals shall not exceed the line length tolerance. Temperature of the surface to be painted and the atmosphere shall be above 10 Deg. C (50 Deg. F) and less than 35 Deg. C (95 Deg. F). Apply the paint at a wet film thickness of 0.4 min (0.015 inch). Disperse reflective glass beads evenly on the wet paint at a rate of 720 g/L (6 pounds per gallon) of paint. Apply paint in one coat. At the direction of the Owner's Representative, markings showing light spots may receive additional coats. The maximum drying time requirements of the paint specifications will be strictly enforced, to prevent undue softening of asphalt, and pick-up, displacement, or discoloration by tires of traffic. If there is a deficiency in drying of the marking, discontinue paint operations until cause of the slow drying is determined and corrected. Remove and replace marking that is applied 321723-3 Pavement Markings ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS at less than minimum material rates; deviates from true alignment; exceeds stipulated length and width tolerances; or shows light spots, faulty distribution of beads, smears, or other deficiencies or irregularities. Use carefully controlled sand blasting, approved grinding equipment, or other approved method to remove marking so that the surface to which the marking was applied will not be damaged. 3.3 PROTECTION A. Conduct operations in such a manner that necessary traffic can move without hindrance. Protect the newly painted markings so that, insofar as possible, the tires of passing vehicles will not pick up paint. Place warning signs at the beginning of the wet line, and at points well in advance of the marking equipment for alerting approaching traffic from both directions. Place small flags or other similarly effective small objects near freshly applied markings at frequent intervals to reduce crossing by traffic. Efface and replace damaged portions of markings at no additional cost to the Owner. 3.4 PAVEMENT MARKINGS A. Use Detail Pavement Markings, exclusive of actual traffic lane marking, at exit and entrance islands and turnouts, on curbs, at crosswalks, at parking bays, and at such other locations as shown. Show the International Handicapped Symbol at indicated parking spaces. Color shall be as shown. Apply paint for the symbol using a suitable template that will provide a pavement marking with true, sharp edges and ends. Place detail pavement markings of the color(s), width(s) and length(s), and design pattern at the locations shown. Remove and dispose of excess materials, litter and debris leaving work area in clean condition. 3.5 CLEAN-UP A. Remove all debris, rubbish and excess material from the work areas. END OF SECTION 32 17 23 321723-4 Pavement Markings ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS SECTION 32 32 23 - SEGMENTED RETAINING WALLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes multiple -depth segmental retaining walls with soil reinforcement. 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide segmental retaining walls capable of withstanding the effects of gravity loads due to soil pressures resulting from grades indicated, and determined according to NCMA's "Design Manual for Segmental Retaining Walls." 1. Include the effects of sloped bacicfill as indicated on Drawings. 2. hnclude the effects of superimposed loads (surcharge) as indicated on DI -ravings. B. Drainage: Provide segmental retaining wall drainage system capable of preventing accumulation of groundwater in retained soils and in retaining wall foundation soils. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. For installed systems indicated to comply with design loads, include structural analysis data signed and sealed by a qualified, professional structural engineer registered in the State of Florida. B. Samples for Initial Selection: For concrete units. C. Samples for Verification: For each color and texture of concrete unit required, include one full-size unit for each type of concrete unit required. D. Qualification Data: Installer shall present evidence of having successful]), completed a minimum of five projects of equal or greater complexity. E. Preconstruction Test Reports: For segmental retaining wall system. 323223-1 Segmented Retaining Walls 1111 #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS F. Product Certificates: For segmental retaining wall units, signed by product manufacturer. Include test data for shear strength between segmental retaining wall units according to NCMA SRWU-2. 2. Include test data for connection strength between segmental retaining wall units and soil reinforcement according to NCMA SRWU-1. 1.5 QUALITY ASSURANCE A. Preconstruction Testing Service: Engage a qualified independent testing agency to perform the following preconstruction testing: 1. Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for testing indicated, as documented according to ASTM E 548. 2. Test soil reinforcement and backfill materials for pullout behavior according to GRI-GG4, GRI-GG5 or GRI GT6. 3. Test soil reinforcement and backfill materials for coefficient of friction according to ASTM D 5321. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store and handle concrete units and accessories to prevent deterioration or damage due to moisture, temperature changes, contaminants, breaking, chipping, or other causes. Damaged materials shall not be incorporated into the work. B. Store geosynthetics in manufacturer's original packaging with labels intact. Store on elevated platforms, protected from moisture, sunlight, chemicals, flares, temperatures above 160 deg F (71 deg C) or below 32 deg F (0 deg C), and other conditions that might damage them. Verify identification of geosynthetics before using and examine them for defects as material is placed. PART 2 - PRODUCTS 2.1 MANUFACTURERS; A. Manufacturers: Subject to compliance with requirements, provide products by one of the following (or equal): Segmental Retaining Wall Units to be the following, or approved equal: a. `Keystone Century Wall — Ashlar' by Keystone Retaining Wall, (407) 774-0744, ashlar unit pattern, color `Blue Ridge Blend', installed at 9.5 degree batter. 323223-2 Segmented Retaining Walls ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 2. Soil Reinforcement Grid: a. `Stratagrid' by Strata Systems, Inc. (800) 680-7750. b. `Tensar geogrid' by Tensar Earth Technologies, Inc. (888) 828-5126. 2.2 SEGMENTAL RETAINING WALL UNITS A. Concrete Units: ASTM C 1372, Normal Weight, except that units shall not differ in height more than plus or minus 1/16 inch (1.6 min) from specified dimension. Provide touts that interlock with courses above and below by means of pins. B. Colors: `Blue Ridge Blend'. C. Shapes: Provide units matching basic shape, dimensions, and face texture indicated by referencing manufacturer's pattern designation. D. Batter: Units shall be installed at a 9.5 degree batter. E. Cap Units: Provide cap units of shape indicated with smooth, as -cast top surfaces Without holes or lugs. F. Special Units: Provide corner units, end units, and other shapes as needed to produce segmental retaining walls of dimensions and profiles indicated and to provide texture on exposed surfaces matching face. 2.3 INSTALLATION MATERIALS A. Pins: Product supplied by segmental retaining wall unit manufacturer for use with units provided, made from nondegrading polymer reinforced with glass fibers. B. Cap Adhesive: Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer such as Keystone Kapseal. C. Leveling Base: Comply with requirements in Division 2 Section "Earthwork" for base material. D. Drainage Fill: Comply with requirements shown on plans and details. E. Reinforced Soil Fill: Comply with requirements in Division 2 Section "Earthwork" for satisfactory soils. F. Reinforced Soil Fill: ASTM D 2487; GW, GP, SW, SP, and SM soil classification groups or a combination of these groups; free of debris, waste, frozen materials, vegetation, and other deleterious matter; meeting the following gradation according to ASTM C 136: 20 to 100 percent passing No. 4 sieve, 0 to 60 percent passing No. 40 323223-3 Segmented Retaining Walls ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS sieve, 0 to 35 percent passing No. 200 sieve; and with fine fraction having a plasticity index of less than 20. G. Nonreinforced Soil Fill: Comply with requirements in Division 31 Section "Earthwork" for satisfactory soils. H. Filter Fabric: Comply with requirements shown in plans and details. 1. Soil Reinforcement: Product specifically manufactured for use as soil reinforcement and as follows: 1. Basis -of -Design Product: The design of segmental retaining walls is based on `Keystone Century Wall — Ashlar' by Keystone Retaining Wall, (407) 774-0744, ashlar unit pattern, installed at 9.5 degree batter. Install as per manufacturer's specifications. 2.4 SOURCE QUALITY CONTROL A. Direct manufacturer to test and inspect each roll of soil reinforcement at factory for minimum average roll values for geosynthetic index property tests including the following: I. Weight. 2. Roll size. 3. Grab or single -rib strength. 4. Aperture opening. 5. Rib or yarn size. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for excavation tolerances, condition of subgrades, and other conditions affecting performance of segmental retaining walls. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 RETAINING WALL INSTALLATION A. General: Place units according to NCMA's "Segmental Retaining Wall Installation Guide" and segmental retaining wall unit manufacturer's written instructions. Lay units in running bond. 1. Form corners and ends by using special units. 323223-4 Segmented Retaining Walls ITI3 1122-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS B. Leveling Pad: Place and compact base material to thickness indicated and with not less than 90 percent maximum dry unit weight according to ASTM D 1557. C. First Course: Place first course of segmental retaining wall units on leveling pad for full length of wall. Place units in firm contact with each other, properly aligned and level. Tamp units into leveling base as necessary to bring tops of units into a level plane. Place and compact fill, either drainage or soil fill as indicated, to top of first course. Place fill on both sides of wall at same time without disturbing alignment of units. Fill voids between and within units with drainage fill. D. Subsequent Courses: Remove excess fill and debris from tops of units in course below. Place units in firm contact, properly aligned, and directly on course below. 1. For units with lips at front of units, slide units as far forward as possible for firm contact with lips of units below. 2. For units with pins, install pins and align units according to manufacturer's written instructions. 3. Place fill on both sides of wall at same time, where both sides are indicated to be filled. 4. Fill voids between and within units with drainage fill. E. Cap Units: Place cap units and secure with cap adhesive according to manufacturer's written instructions. 3.3 FILL PLACEMENT A. General: Comply with requirements in Division 2 Section "Earthwork," NCMA's "Segmental Retaining Wall Installation Guide," and segmental retaining wall unit manufacturer's written instructions. B. Place, spread, and compact fill in uniform lifts for full width and length of embankment as wall is laid. Begin at back of wall and place and spread fill toward embankment. I. Use only hand -operated compaction equipment within 48 inches (1200 mm) of wall, or one-half of height above bottom of wall, whichever is greater. 2. Compact drainage fill to not less than 90 percent maximum dry unit weight according to ASTM D 1557. 3. Compact reinforced soil fill to not less than 90 percent maximum dry unit weight according to ASTM D 1557. a. In areas where only hand -operated compaction equipment is allowed, compact to not less than 90 percent maximum dry unit weight according to ASTM D 698. 4. Compact nonreinforced soil fill to comply with Division 2 Section "Earthwork." 323223-5 Segmented Retaining Walls ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS C. Place filter fabric against back of wall and place layer of drainage fill at least 12 inches (300 mm) deep behind filter fabric to within 12 inches (300 min) of finished grade. Place another layer of filter fabric between drainage fill and soil fill. D. Place a layer of drainage fill at least 12 inches (300 min) deep behind wall to within 12 inches (300 min) of finished grade. Place a laver of filter fabric between drainage fill and soil fill. E. Place soil reinforcement in horizontal joints of retaining wall where indicated and according to soil reinforcement manufacturer's written instructions. Embed reinforcement a minimum of 8 inches (200 mm) into retaining wall and stretch tight over compacted backfill. Anchor soil reinforcement before placing fill on it. 1. Place additional soil reinforcement at corners and curved Nvalls to provide continuous reinforcement and to comply with manufacturer's written instructions. 2. Place geosynthetics with seams, if any, oriented perpendicular to segmental retaining walls. 3. Do not dump fill material directly from trucks onto geosynthetics. 4. Place at least 6 inches (150 min) of fill over reinforcement before compacting with tracked vehicles or 4 inches (100 mm) before compacting with rubber -tired vehicles. 5. Do not Will vehicles on fill until first layer of fill is compacted and second layer is placed over each soil -reinforcement layer. 3.4 CONSTRUCTION TOLERANCES A. Variation from Indicated Batter: For slope of wall face, do not vary from indicated slope by more than 1-1/4 inches in 10 feet (32 min in 3 in). 3.5 FIELD QUALITY CONTROL A. Testing Agency: Contractor shall engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. B. Comply with requirements in Division 2 Section "Earthwork" for in -place compaction testing. In each compacted backfill layer, perform at least 1 field in -place compaction test for each segmental retaining wall at the center of that wall. 323223-6 Segmented Retaining Walls ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 3.6 ADJUSTING AND CLEANING A. Remove and replace segmental retaining wall construction of the following description: 1. Broken, chipped, stained, or otherwise damaged units. Units may be repaired if methods and results are approved by Owner's Representative. 2. Segmental retaining walls that do not match approved Samples. 3. Segmental retaining walls that do not comply with other requirements indicated. B. Replace units so segmental retaining wall matches approved Samples and mockups, complies with other requirements, and shows no evidence of replacement. END OF SECTION 32 32 23 323223-7 Segmented Retaining Walls ITB #22-001 Ocoee wellness Park OCOEE FELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 33 00 — CONCRETE SITE STRUCTURES PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-] Specification Sections, apply to this Section. 1.2 SUMMARY A. Provide all labor, materials, equipment, testing and transportation. B. Construction of Site Concrete Structures, Pavements, Slabs and Curbing. C. Related Work: l . Section 31 20 00: Earth Moving 2. Section 32 13 00: Concrete Paving 1.3 QUALITY ASSURANCE A. Testing and Inspection: Performed by a qualified independent testing laboratory under the supervision of a registered professional engineer, specializing in soils engineering. B. Materials and methods shall comply with the standards indicated. C. Obtain concrete from a plant currently certified to comply with approval requirements of the Concrete Materials Engineering Council, or the Florida Department of Transportation (FDOT), or the Check Test for Plant Certification of the National Ready Mixed Concrete Association. D. Code and Standards: Comply with provisions of the following codes, specifications and standards, except where more stringent requirements are shown or specified: I . American Concrete Institute (ACI) 301 and 318. 2. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice". 3. FDOT Standard Specifications for Road and Bridge Construction. 1.4 SUBMITTALS A. Obtain samples as required and forward to testing laboratory for testing. B. Submit the following to the Owner's Representative: l . Concrete mix design. 323300-1 Concrete Site Structures ITB 822-001 Ocoee Wellness Park OCOFE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS Concrete reinforcement product data. Concrete Admixtures product data, when used. Product literature for joint sealers, joint filler and curing compound (if used). Ready mixed concrete: Provide delivery tickets or Nweigh master's certificate per ASTM C-94, including weights of cement and each size of aggregate. Amount of water in aggregate, and amount of water added at the plans. Write in amount of water added on the job. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials for Portland Cement Concrete shall conform to the requirements of Section 346 of the FDOT Standard Specifications for Road and Bridge Construction. Use minimum of FDOT Class I Portland Cement Concrete. For pavements, conform with FDOT Section 346 and 350 and use a minimum of FDOT Class II Special (4,000-psi at 28-days) Portland Cement Concrete. For structures conform with FDOT Sections 346 and 400. B. Reinforcing Steel: 1. Reinforcing Bars: ASTM A 615 Grade 60, deformed. 2. Welded Wire Fabric (WWF): ASTM A 185, welded steel wire fabric, sheets only. 3. Steel Fiber Reinforcement: ASTM A 820. Minimum of two (2) inch long drawn steel with hooked type ends. C. Admixtures: Conform to FDOT Section 346-2.5. D. Miscellaneous Reinforcing and Other Concrete Materials: Refer to Section 32 13 00, Concrete Paving. E. Joint Fillers: ASTM D 1751, asphalt -saturated cellulosic fiber or ASTM D 1752, cork or self -expanding cork in preformed strips. In addition to the Joint Filler, Contractor shall install ZipStrip VoidCap, a polystyrene expansion cap, 3/8" thickness Lidless otherwise noted on Plans. PART 3 - EXECUTION 3.1 PREPARATION A. Subgrade Condition: The finished subgrade shall be maintained in a smooth, compact condition and any areas which are disturbed prior to placing of the concrete shall be restored at the Contractor's expense. If the Contractor does not maintain the subgrade in the required moist condition, a vapor barrier sheet will be required between the subgrade and the concrete. The subgrade shall be accurately trimmed to the required elevation with a 1 /4 -inch 323300-2 Concrete Site Structures rIB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS tolerance. High areas shall be trimmed to proper elevation. B. Setting Forms: The forms shall be accurately set to line and grade such that they rest firmly, throughout their entire length upon the compacted subgrade surface. Forms shall be joined neatly and tightly and braced to resist the pressure of the concrete and the finished operations. The alignment and grade of all forms shall be approved before and immediately prior to the placing of concrete. 3.2 MIXING CONCRETE A. Concrete shall be mixed in accordance with FDOT Standard Specifications for Road and Bridge Construction, Section 346-7. 3.3 INSTALLATION A. Placing Concrete: I. The concrete shall be distributed on the subgrade to such depth that, when it' is consolidated and finished, the slab thickness required by the Drawings will be obtained at all points and the surface will at no point be below the grade specified for the finished surface, after application of the allowable tolerance. The concrete shall be deposited on the subgrade in a manner which will require as little rehandling as possible. 2. Concrete shall be deposited as near to expansion and contraction joint assemblies as possible without disturbing them, but shall not be dumped from the discharge bucket or hopper onto an assembly unless the bucket or hopper is centered directly over the assembly. 3. Concrete shall be thoroughly consolidated against and along the faces of all forms, and along the full length and on both sides of all joint assemblies, by means of hand -operated, vibrators. Vibrators shall not be permitted to come in contact with a joint assembly, the subgrade or a side form. B. Striking -off, Consolidating and Finishing Concrete: Immediately after the placing, the concrete shall be struck off, consolidated and finished, to produce a finished pavement conforming to the cross section, width and surface finish required by the Drawings and Specifications. Strike -off, consolidation and finishing shall be accomplished in a manner such as to avoid damage to, or misalignment of, joint assemblies, dowels, and other embedded items. C. Straight edging and Surface Corrections: After floating has been completed and the excess water removed, but while the concrete is still in a plastic state, the surface of the concrete shall be tested for trueness with an accurate straightedge; conform to FDOT Standard Specifications for Road and Bridge Construction, Section 346-7. The straightedge shall be 323300-3 Concrete Site Structures ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PART{ SPECIFIC TECHNICAL SPECII+ICATIONS EXTERIOR IMPROVEMENTS furnished by the Contractor. The straightedge shall be held in successive positions, in contact with the surface, and the whole area tested from one side of the slab to the other as necessary. Straightedge testing and surface correction shall continue until the entire surface appears to conform to the required grade and cross section. 2. As soon as the concrete has hardened sufficiently to be walked on, straight edging shall again be done. All surface irregularities exceeding 3/16 inch in a 15-foot shall be corrected by grinding as directed by the Owner's Representative. D. Final Finish: As soon as the water sheen has disappeared from the surface of the pavement and just before the concrete becomes nonplastic, a light broom finish shall be given to the surface, unless otherwise indicated on the drawings. E. Edging: 1. After the final finish has been applied, but before the concrete has become nonplastic, the edges of the pavement along each side of the strip being placed, on each side of transverse expansion joints and construction joints and along any structure extending into the pavement, shall be carefully rounded to a 1/4-inch radius except as otherwise indicated. 2. All joints shall be checked with a straightedge before the concrete has become nonplastic and, if one side of the joint is higher than the other or the entire joint is higher or lower than the adjacent slabs, corrections shall be made as necessary. Joints: l . Transverse Construction Joints: Transverse construction joints shall be constructed at the end of all pours and at other locations where the paving operations are stopped for as long as 30 minutes. Construction joints, however, shall not be placed within 10-feet of any other transverse joint or of either end of a section of pavement If sufficient concrete has not been placed to form a slab at least 10-feet long, the excess concrete, back to the last preceding joint, shall be removed. Tile joints shall be formed by placing a wood or metal bulkhead accurately and securely in place, in a plane perpendicular to the profile and center line of the pavement. Key material or doNvel bars shall be installed at the construction joints, in accordance with the details shown on the Drawings for contraction joints. Construction joints shall be sawed, in a manner similar to contraction joints, so that a groove will be formed for holding the joint sealing compound. 2. Transverse Contraction Joints: Transverse contraction joint, so that a groove constructed to form a regular pattern in the paved area with j oints spaced no greater than 15-feet apart. They shall consist of planes of weakness created by tooling a groove in the surface of the hardened concrete. The groove shall be perpendicular to the surface of the pavement. 3. Expansion Joints around Structures: Expansion joints shall be formed by placing preniolded expansion joint material about all structures and features projecting through, into or against the pavement. Unless otherwise indicated, such joints shall be'/2-inch in width. 4. Cleaning and Sealing Joints: Joints which are to be sealed, shall be filled witli joint 323300-4 Concrete Site Structures ITB #22-001 Ocoee Wellness Park G. Curing: OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS sealing material before the pavement is opened to traffic and as soon after completion of the curing period as is feasible. Prior to sealing, each joint shall be cleaned of all foreign material and the joint faces shall be clean and surface -dry when the sealer is applied. a. The sealing material shall be applied to each joint to conform to the details shown on the Drawings and in accordance with the manufacturer's recommendation. b. All cracks occurring in the pavement prior to its acceptance shall be cleaned out and sealed as specified above, except that the cracks and fractures shall be completely filled with joint sealer and any excess filler material cut down level with the pavement surface. After the finishing operations have been completed and as soon as the concrete has hardened sufficiently that marring of the surface will not occur, the entire surface and the edges of the newly placed concrete shall be covered and cured in accordance Nvith FDOT Standard Specifications for Road and Bridge Construction, Section 350-13. CLWing compound shall not be applied during periods of rainfall. Curing compound shall not be applied to the inside faces of joints to be sealed. Should the film become damaged from arty cause within the required curing period, the damaged portions shall be repaired immediately with additional compound. Upon removal of side forms the sides of slabs exposed shall immediately be coated to provide a curing treatment equal to that provided for the surface. 3.4 REQUIRED TESTS A. Obtain one strength test per day for each 150 cu. yds. or fraction thereof. Obtain one set of three (3) standard cylinders for each strength test. Mold and cure cylinders under standard temperature and moisture conditions in accordance with ASTM C31. Test one cylinder at 7 days, one cylinder at 28 days, and retain the third cylinder for later testing, if required. If the 28-day cylinder test results indicate low strength concrete, the Contractor may elect to core dull samples for the actual concrete placed. The cores shall be drilled as directed by the Owner's Representative at approximately the same locations from which the test cylinders were obtained. Tile cost of the sample and repairing the concrete shall be borne by the Contractor. B. Perform and record the results of a slump test on a sample of concrete at the same location and time concrete is obtained for the cylinders for the compressive strength test in accordance with the requirements of ASTM C94, Section 19. Also obtain the unit weight of the concrete and perform an air test if the concrete is air entrained The Owner's Representative may require slump tests to be made more fi•equently. 323300-5 Concrete Site Structures YFB H22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 3.5 CONCRETE TESTING TO MEET STRENGTH REQUIREMENTS A. Concrete having 28-day strength of less than the mininuuli required strength shall be removed and replaced with concrete meeting the specified requirements, at the Contractor's expense, unless authorized in writing by the Owner's Representative to remain in place. END OF SECTION 32 4100 323300-6 Concrete Site Structures ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 34 00 ROUGH CARPENTRY FOR BOARDWALK PARTI- GENERAL 1.01 DESCRIPTION OF WORK A. Provide the labor, materials and equipment necessary to construct wood decks, boardwalks, and bridges as specified herein. The work includes: 1. Construction of wood framing (joists and beams). 2. Construction of recycled composite deck planking and railings. 3. Fasteners (nails, screws, bolts). 1.02 QUALITY ASSURANCE A. Use skilled workmen who are thoroughly trained and experienced in all aspects of wood construction. B. Materials, equipment and methods of installation shall comply Nvith the following codes and standards: 1. City of Ocoee Building Department. 2. National Design Specifications for Wood Construction and Supplement, 1986 Edition, National Forest Products Association. 1.03 SUBMITTALS A. Submit product data for pressure treated wood, fasteners, nails, bolts and screws as called for on plans and details. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver the materials to the job site and store, in a safe and secure area, out of the way of traffic, and shored up off the ground surface. B. Use extreme care in off-loading of lumber to prevent damage, splitting and breaking of materials. C. All lumber and timber shall be stacked and maintained in such a manner as to assure no warpage of the materials will occur prior to placement and installation. 323400-1 Rough Carpentry for Boardwalk ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 1.05 DESIGN LOADS A. Deck Live Load - 100 p.s.f. B. Wind Speed - 140 in.p.h. PART 2 - PRODUCTS 2.01 BOARDWALK PRODUCTS A. All substructure, beams, joist and blocking shall be pressure treated southern yellow pine. B. All decking, to be Trey Square Edge Decking, a composite material C. All railings to be cable railing system. D. Provide KDAT (Kiln Dried After Treatment) lumber to 19% moisture content. 2.02 All substructure, beams, joists and blocking and associated bracing timber shall be pressure treated with water -borne preservative-chromated copper arsenate in accordance with American Wood Preserver's Association Standard C-2 latest edition. The CCA Retention, PCF, as determined by the assay method shall be 0.60. All joists and beams to be structural No. 2 or better. All lumber quality to conform to AWPB LP-22 (American Wood Preservers Bureau). 2.03 All machine bolts (M.B.) and carriage bolts (C.B.) shall be galvanized (hot -dip zinc coated) and have flat washers. Washers to be hot dipped galvanized. Galvanizing to be per ASTM A-153-82. 2.04 Nails shall be hot dipped galvanized, annular ring. Nail deck boards to deck framing with 16d hot dipped galvanized ring shank nails. 2.05 All column bases, joist anchors and other necessary wood connectors shall be manufactured by Simpson Strong Tie (or equal). All above described wood connectors shall be coated with'Z-MAX' rust inhibitor (or equal). 2.06 Other Materials: Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Owner's Representative. PART 3 -EXECUTION 3.01 GENERAL A. Coordinate all deck work and layout with pile driving work. B. Contractor shall exercise caution placing decking and associated wood framing to insure 323400-2 Rough Carpentry for Boardwalk ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS grain of wood is turned down to prevent any possible cupping and entrapment of water. C. Coordinate all work with other related or adjacent work. D. All lumber cut-off after treatment shall have surfaces thoroughly brush coated (2 coats) with CCA and all holes bored for connections shall be treated likewise. E. Wood framing, nailers and other Rough Work shall be closely fitted, accurately set to required lines and levels, and rigidly secured in place. Special framing and construction, not explicitly shown or specified, shall be provided as required to complete the work. 3.02 INSTALLATION A. Set railing accurately to required lines and levels. Provide wood members of sizes and on spacing shown. Cut, join and tightly fit framing around other work. B. Use only treated, sound, thoroughly seasoned materials of longest practical lengths and sizes to minimize joints. Use materials free of Nvarp unless warp can be easily corrected by anchorage and attachment. Make tight connections between members. C. Anchor and nail framing to comply with NFPA Recommended nailing Schedule of the Manual for House Framing. D. Brush apply 2 coats of an acceptable wood preservative to surfaces of preservative treated lumber which are field cut, dressed or drilled. 3.03 CLEANING A. Clean up debris and cuttings on a regular periodic basis. B. Perform cleaning during installation of the work and upon completion of the Work. Remove from site all excess materials, debris, tools and equipment. Repair damage from rough carpentry work. END OF SECTION 32 34 00 323400-3 Rough Carpentry for Boardwalk ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS This page intentional left blank. 323400-4 Rough Carpentry for Boardwalk ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS �1 I_ lL ' 11 a i;, . SECTION 32 40 20 PILINGS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide all labor, materials, equipment and transportation to compete the construction of the piling as shown on the drawings. The work includes: l . Installation of marine piles. 2. Application of wood preservatives. B. Related work: l . Section 32 34 00: Rough Carpentry 1.02 QUALITY ASSURANCE A. Contractor shall have constructed a minimum of five (5) timber pile piers of similar complexity. Provide evidence of experience to Owner's Representative prior to commencement. B. All workmanship and materials shall meet the approval of the Owner's Representative. 1.03 DELIVERY, STORAGE AND HANDLING A. Deliver the materials to the project site and store in a safe and secure area out of the way of traffic, other construction operations and off the ground surface. B. Use extreme care in loading of piling to prevent damage, splitting, breaking or bending. PART2-PRODUCTS 2.01 MARINE PILING A. All marine piles shall be southern pine, pressure treated with waterborne chromated copper arsenate per AWPA Standard C18 with 2.5 pounds per cubic foot of retention and must meet the requirements of Section 953 FDOT Standard Specifications for road and Bridge Construction, 1991 Edition. PART 3 - EXECUTION 3.01 PREPARATION A. Coordinate all work to be done by other trades. 32 40 20 - 1 Pilings rrB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS B. Lay out piling locations per plans. 3.02 INSTALLATION A. Unless otherwise directed, piles shall be installed in conformance with Section 455 FDOT Standard Specification for Road and Bridge Construction, 1991 Edition. B. Caps: The heads to timber piles shall be protected during driving by a cap of a type approved by the Owner's Representative. C. Remove and replace any piles that become damaged during driving operations. D. Coat all cuts in piles with two applications of C.C.A. or approved equal. Assure pile heads are cut to elevations to receive beams per plans and details. Assure that all piles are plumb and level. E. Unless otherwise directed, all marine piles shall have a minimum penetration of eight feet (8'-0") below "firm" lake bottom or until refusal. F. Partial jetting of marine piles is acceptable; however, piles must be driven a minimum of the last 24" of penetration. 3.03 DISPOSAL OF WASTE MATERIAL A. Stockpile, haul from site, and legally dispose of all waste materials. Accumulation is not permitted. END OF SECTION 32 40 20 324020-2 Pilings ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 84 00 - PLANTING IRRIGATION PART 1 —GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of the Contract, including the General Provisions, Special Provisions, and Technical Provisions, apply to the work specified in this section. 1.2 DESCRIPTION A. Provide an underground irrigation system as shown and specified. The work includes: 1, Automatic irrigation system including piping, fittings, sprinkler heads, and accessories. 2. Valves, valve boxes, and fittings. 3. Controller. 4. Testing. 5. Excavating and backfilling irrigation system work. 6. Pipe sleeves. 1.3 QUALITY ASSURANCE A. Installer's qualifications: Have satisfactorily installed irrigation systems on at least five (5) other projects of comparable complexity. B. Materials, equipment, and methods of installation shall comply with the following codes and standards: 1. All applicable local codes or regulations. 2. American Society of Testing and Materials (ASTM). 3. The Irrigation Association (IA). 4. Florida Irrigation Society. C. Excavating, backfilling and compacting operations: Comply with specification requirements and as specified. D. Obtain Owner's Representative acceptance of installed and tested irrigation system prior to installing backfill materials. 1.4 SUBMITTALS A. Submit manufacturer's product data and installation instructions for each of the system components. B. Upon irrigation system acceptance, submit written operating and maintenance instructions. Provide format and contents as directed by the Owner's Representative C. Provide irrigation system record drawings: I . Legibly marl: drawings to record actual construction. 2. Indicate horizontal and vertical locations referenced to permanent surface improvements, 32 84 00 - 1 Planting Irrigation ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 3. Identify field changes of dimension and detail and changes made by Change Order. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver irrigation system components in manufacturer's original undamaged and unopened containers with labels intact and legible. B. Deliver plastic piping in bundles, packaged to provide adequate protection of pipe ends, both threaded or plain. C. Store and handle materials to prevent damage and deterioration. D. Provide secure, locked storage for valves, sprinkler heads and similar components that cannot be immediately replaced to prevent installation delay. 1.6 PROJECT CONDITIONS A. Coordinate with responsible departments, companies, and agencies to locate underground and superficial utilities. Call Sunshine One Call as required by law. B. Promptly repair damage to adjacent facilities caused by . irrigation system work operations. The cost of these repairs shall be at Contractor's expense. C. Promptly notify the Owner's Representative of unexpected subsurface conditions. D. Irrigation system layout is diagrammatic. Exact locations or piping, sprinkler heads, valves and other components shall be established by Contractor in the field at time of installation. 1. Space sprinkler components as indicated on plans. 2. Minor adjustments in system layout will be permitted to clear existing fixed obstructions. Final system layout shall be accepted by the Owner's Representative. PART 2 - PRODUCTS 2.1 MATERIALS A. General: 1. Provide only new materials without flaws or defects and of the highest quality of their specified class and kind. 2. Comply with pipe sizes indicated. No substitution of smaller pipes will be permitted. Larger sizes will be subject to acceptance of the Owner's Representative. Remove damaged and defective pipe. 3. Provide pipe continuously and permanently marked with manufacturer's name or trademark, size schedule and type of pipe, working pressure at 73 ° F. B. Plastic pipe, fittings and connections: Polyvinyl chloride pipe: ASTM D2241, rigid, unplasticized PVC, extruded from virgin parent material. Provide pipe homogeneous throughout and free from visible cracks, holes, foreign materials, blisters, wrinkles and dents. a. Lateral lines: PVC Class 160 IPS plastic pipe b. Sleeves; PVC Schedule 40 328400-2 Planting L•rigation ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS C. Mainline: C900 Purple PVC Pipe; Class 200 IPS plastic pipe 2. PVC Lateral pipe fittings: ASTIVI D2241 schedule 40 PVC molded fittings suitable for solvent weld. 3. PVC Mainline fitting: MJ Mechanical Joint using Mega Lug Restraints. 4. All pipe under paved areas will be sleeved with Schedule 40 P.V.C. The Contractor will provide a minimum of 2" Schedule 40 P.V.C. under all paved areas to produce access for electrical control wire. 5. All piping to be purple in color. This irrigation system will utilize reuse water. 6. Locate signs as per City of Ocoee code to \varn of re -use water. C. Sprinkler heads, valves and associated equipment: Refer to drawing's materials lists a. Sprinklers: All Sprinkler heads shall be as indicated on the drawings. Risers are not permitted. b. All irrigation heads shall have purple caps or rings securely attached to spray or rotor head. D. Controls: Refer to draNvin s materials list. a, Power: If electrical panel is present, irrigation contractor to contract with electrician to install panel. b. Controller: Irrigation contractor shall furnish electric controller as indicated on the drawing. Controller shall be installed in the area shown on the drawing, Power from the electrical panel to the irrigation controller shall be furnished by the irrigation contractor. All wiring from the irrigation controller to the remote control valves shall be furnished and installed by the irrigation contractor in the same trench as the main line. E. Electrical control wire: Electrical control and ground wire: Type OF 600 volt AWG control cable #14/2 or larger. 2.2 ACCESSORIES A. Paint: Rust inhibitive paint, color to be determined by Owner. Bacicf7ow preventor, if specified, shall not be painted. B. Valve access boxes: Tapered enclosure of rigid plastic material comprised of fibrous components chemically inert and unaffected by moisture corrosion and temperature changes. All valve box covers to be. purple. PART 3 - EXECUTION 3.1 INSPECTION A. Examine final grades and installation conditions. Do not start irrigation system work until unsatisfactory conditions are corrected. 3.2 PREPARATION 328400-3 Planting Irrigation ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PAIN{ SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IIYIPROVEMENTS A. Layout and stake the location of each pipe run and all sprinkler heads and sprinkler valves. Obtain Owner's Representative's acceptance of layout prior to excavating. B. Schedule 40 sleeves to be used under paved vehicular use areas or established walks or trails. C. No open roadway cuts are allo,,ved for any irrigation installation. Jack and bore or directional bore under all existing pavement areas. D. Place sleeves as indicated for installation of piping and control wire. 3.3 INSTALLATION A. Excavating and backfilling: 1. Excavate trenches of sufficient depth and width to permit proper handling of installation of pipe and fittings. 2. Excavate to depths required to provide 2" depth of earth fill or sand bedding for piping when rock or other unsuitable bearing materials in encountered. 3. Fill to match adjacent grade elevations with approved earth fill material. Place and compact fill in layers not greater than 8" depth. a. Provide approved earth fill or sand to a point 4" above the top of the pipe. b. Fill to within 6" of final grade with approved excavated fill materials free of lumps or rocks larger than 3" in any dimension. C. Provide clean topsoil fill free of rocks and debris for top 6" of fill. 4. Except as indicated, install irrigation mains tivitli a minimunn cover of 18" based on finished grades. Install irrigation laterals with a minimum cover of 12" based on finished grades. 5. Excavate trenches and install piping and fill during the same working day. Do not leave open trenches or partially filled trenches open overnight. B. Plastic pipe: Install plastic pipe in accordance vwith manufacturer's installation instructions. Provide for thermal expansion and contraction. Saw cut plastic pipe. Use a square -in -sawing vice to ensure a square cut. Remove burrs and shavings at cut ends prior to installation. Make plastic to plastic joints with solvent weld joints or slip seal joints. Use only solvent recommended by the pipe manufacturer. Install plastic pipe fittings in accordance with pipe manufacturer's instructions. Contractor shall make arrangements with pipe manufacturer for all necessary field assistance. Make plastic to metal joints with plastic male adapters. Male solvent weld joints in accordance with manufacturer's recommendations. Allow joints to set at last 24 hours before pressure is applied to the system. C. Sprinklers, fittings, valves and accessories: Install fittings, valves, sprinkler heads, risers and accessories in accordance with manufacturer's instructions, except as otherwise indicated. a. Provide concrete thrust blocks where required at fittings and valves. 32 84 00 - 4 Planting Irrigation ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 2. Set sprinkler heads perpendicular to finished grades, except as otherwise indicated, and level with top of soil. 3. Obtain Owner's Representative's review and acceptance of height for proposed sprinkler heads and valves prior to installation. 4. Locate sprinkler ]leads to assure proper coverage of indicated areas. Do not exceed sprinkler head spacing distances indicated. 5. hlstall pop-up gear driven sprinklers vwith an adjustable double swing joint riser of at least 3 standard 90' elbows. Fabricate double swing risers of schedule 80 PVC nipples and schedule 40 PVC. elbows. The horizontal nipple connected directly into the side of the lateral line shall be a minimum of 3" long. All other nipples of the swing joint riser shall be of length as required for proper installation of the sprinkler head. a. If the sprinkler heads have a side inlet, 2 street ells and a nipple may be used instead of a double swing joint assembly. 6. Install controller as detailed. 7. Install in -ground control valves and quick coupling valves in a valve access box as indicated. 8. hlstall valve access boxes oil a suitable base of gravel to provide a level foundation at proper grade and to provide drainage of the access box. 9. Seal all threaded connections with Teflon tape or approved plastic joint type compound. D. Control wiring. 1. Install electric control cable in PVC conduit from controller to Remote control valves. The conduit shall be installed in the same trench as the Mainline where possible. Where necessary to run conduit in a separate trench, provide a minimum cover of 12". Pull Boxes shall be installed as needed. 2. Install In -Line and End -Line Surge Protection Module per Manufacturer's Specifications. 3. Provide sufficient slack at site connections at remote control valves in control boxes and at all wire splices to allow raising the valve bonnet or splice to the surface without disconnecting the wires when repair is required. 4. Connect each remote control valve to one station of a controller except as otherwise indicated. 5. Make wire connections to remote control electric valves and splices of wire in the field, using wire connectors and sealing cement in accordance with manufacturer's recommendations. 6. Provide tight joints to prevent leakage of water and corrosion build-up of the joint. E. Sleeves: I. Install new sleeves prior to paving installation wherever possible. Coordinate with general contractor. 2. Install pipe sleeves under existing concrete or asphalt surface by jacking, boring, or hydraulic driving of the sleeve. Remove and replace existing concrete and asphalt surfaces where cutting is necessary. Obtain Owner's permission before 32 84 00 - 5 Planting Irrigation ITB 822-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS cutting existing concrete and asphalt surfaces. Where piping is shown under paved areas that are adjacent to turf areas, install the piping in the turf areas. F. Flushing, testing and adjustment: 1. After sprinkler piping is installed and before sprinkler heads are installed, open control valves and flush out the system with full head of water. 2. Perform system testing upon completion of each section. Make necessary repairs and retest repaired sections as required. 3. Adjust sprinklers after installation for proper and adequate distribution of the water over the coverage pattern. Adjust for the proper are of coverage. 4. Tighten nozzles on spray type sprinklers after installation. Adjust sprinkler adjusting screw on lateral line or circuit as required for proper radius. Interchange nozzles' patterns as directed by the Owner's Representative to give best are of coverage. 5. Adjust all electric remote control valve flow control stems for system balance. 6. Test and demonstrate the controller by operating appropriate day, hour, and station selection features as required to automatically start and shut down irrigation cycles to accommodate plant requirements. 3.4 DISPOSAL OF WASTE MATERIALS A. Stockpile, haul from site, and legally dispose of waste materials, including unsuitable excavated materials, rock, trash, and debris on a weekly basis. 3.5 ACCEPTANCE A. Test and demonstrate to the Owner's Representative the satisfactory operation of the system free of leaks. All main lines shall be hydrostatically tested at a pressure of 100 psi for a period of time not less than 3 hours. Should any leaks be found, it shall be repaired. The line shall then be retested until satisfactory. B. Instruct the Owner's designated personnel in the operation of the system, including adjustment of sprinklers, controller(s) and valves. C. Upon acceptance, the Owner will assume operation of the system. D. Provide waterproofed card in controller that indicates what zone covers which particular areas of the site. Also indicate if zone is a spray, rotor, or drip zone. E. Provide one quick coupler valve key to the Owner. 3.6 GUARANTEES A. The irrigation contractor shall furnish warranties in writing certifying that the quality and workmanship of all materials and installation furnished is in accordance with these specifications and in accordance with the original manufacturers' warranties. Irrigation contractor shall further see to the fulfillment of all manufacturers' warranties. Irrigation contractor shall warrant the installation workmanship for a period of one (1) year from date of completion of acceptance of the job or any accepted portion of the job. 32 84 00 - 6 Planting Irrigation ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 3.7 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, soil, debris, and equipment. Repair damage resulting from irrigation system installation. END OF SECTION 32 84 00 32 84 00 - 7 Planting Irrigation ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS This page intentional left blank. 328400-8 Planting Irrigation ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS SECTION 32 93 00 - LANDSCAPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Section 32 93 20 Sodding C. Section 32 84 00 Irrigation Systems 1.2 DESCRIPTION OF WORK A. This Section includes the following: 1. Soil Preparation 2. Trees, plants, and ground covers. 3. Planting mixes. 4. Mulch and planting accessories. 5. Maintenance. 1.3 DEFINITIONS A. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than sizes indicated; wrapped, tied, rigidly supported, and drum - laced as recommended by ANSI Z60.1. B. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well -established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to bold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for kind, type, and size of exterior plant required. C. Finish Grade: Elevation of finished surface of planting soil. D. Planting Soil: Native soil backfill, mixed 4vith soil amendments. E. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. 1.4 SUBMITTALS A. Submit the following material samples: 1. Mulch 2. Planting accessories. 32 93 00 - 1 Landscaping I1'13 022-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS B. Submit certifications for the following materials: 1. Topsoil source and PH value. 2. Fertilizer C. Material Test Reports: For existing surface soil and imported topsoil. D. Record Drawings: Contractor responsible for providing the Owner with as -built landscape plan drawings. Legibly marls drawings to record actual construction. Indicate actual planting locations and identify any field changes to size or quantity of material. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. 1. Installer's Field Supervision: Require Installer to maintain an experienced fill -time supervisor on Project site when landscape installation is in progress. B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. C. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." D. Plant names indicated comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties not listed conform generally with names accepted by the nursery trade. Provide stock true to botanical name and legibly tagged. E. Plant material shalt be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Plans, State Plant Board of Florida. F. All plants shall be nursery grown under climatic conditions similar to those in the locality of the project for a minimum of two years. G. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 4 % ft. above grade for all trees. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. Stock furnished shall be at least the mininuun size indicated. Larger stock is acceptable, at no additional cost, and providing that the large plans will not be cut back to size indicated. H. Observation: Owner's Representative may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Owner's Representative retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory 329300-2 Landscaping ITB #22-001 Ocoee Wellness Park 1.7 OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS or defective material at an}/ time during progress of work. Remove rejected trees or shrubs immediately from Project site. DELIVERY, STORAGE, AND HANDLING A. Deliver fertilizer materials in original, unopened, and undamaged containers showing weight, analysis, and name of manufacturer. Store in manner to prevent wetting and deterioration. B. Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails to meet the highest standards Nwill be rejected. Do not prune trees and shrubs before delivery, except as approved by Owner's Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during delivery. Do not drop plants during delivery. Handle planting stock by root ball l . Inspection certificates required by law shall accompany each shipment invoice or order to stock and on arrival, the certificate shall be tiled with the Owner's Representative. C. Cover plants transported on an open vehicle with a protective covering to prevent windburn. D. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather and mechanical damage, and keep roots moist. I . Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of exterior plants stored on -site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. Water in heeled -in plants daily. COORDINATION A. Weather Limitations: Proceed vwith planting only when existing and forecasted weather conditions permit. B. Work notification: Notify Owner's Representative at least 7 \vorking days prior to installation of plant material. C. Protect existing utilities, paving, and other facilities from damage caused by landscaping operations. D. The irrigation system will be installed, tested, and functioning prior to planting. Locate, protect, and maintain the irrigation system during the planting operations, Repair irrigation system components, damaged during planting operations, at Landscape Contractor's expense. E. Coordination with Sodding: Plant trees and shrubs after finish grades are established and before planting lawns, unless otherwise acceptable to Owwner's Representative. 32 93 00 - 3 Landscaping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS When planting trees and shrubs after lawns, protect lawn areas and promptly repair damage caused by planting operations. F. A complete list of plants, including a schedule of sizes, quantities, and other requirements is shown on the drawings. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. 1.8 WARRANTY A. Special Warranty: Warrant the trees, shrubs and ground covers for the warranty period indicated, against defects including death and unsatisfactory groNvth, or defects resulting from lack of adequate maintenance. Warranty shall not include damage or loss of trees, plants, or ground covers caused by fires, floods, freezing rains, lightning storms, or winds over 50 miles per hour, winter kill caused by extreme cold and sever winter conditions not typical of planting area, acts of vandalism, or negligence on the part of the Owner. 1. Warranty Period for Landscape Material: One year from date of Substantial Completion. Inspection of plants will be made by Owner's Representative at completion of planting. 2. Replace, in accordance with the drawings and specifications, all plants that are dead or, as determined by the Owner's Representative, are in an unhealthy or unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Contractor's negligence. The cost of such replacement(s) is at Contractor's expense. Warrant all replacement plants for one year after installation. 3. Replace landscape material that is more than 25 percent dead or in an unhealthy condition at end of warranty period. 1.9 MAINTENANCE A. Trees, Shrubs and Ground Covers: Maintain landscaping through final acceptance by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. PART 2-PRODUCTS 2.1 PLANT MATERIAL A. General: Furnish nursery -grown trees, shrubs and ground cover complying with Florida "Grades and Standards for Nursery Plants" Florida No. 1, with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sunscald, injuries, abrasions, and disfigurement. B. Grade: Provide trees, shrubs and ground covers of sizes and grades complying with Florida "Grades and Standards for Nursery Plants" Florida No. 1 for type of trees, shrubs and ground 329300-4 Landscaping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS cover required. Trees, shrubs and ground cover of a larger size may be used if acceptable to Ovwner's Representative, with a proportionate increase in size of roots or balls. C. Dig balled and burlapped plants with firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant. Provide ball sizes complying with the latest edition of the "American Standards for Nursery Stock." Cracked or mushroomed balls are not acceptable. Synthetic burlap is not acceptable. D. Container -grown stock: GroNvn in a container for sufficient length of time for the root system to have developed to hold its soil together, firm and \vhole. I . No plants shall be loose in the container. 2. Container stock shall not be pot bound E. Provide tree species that at heights (when mature) over 25'-0" with a single main trunk. Trees that have the main trunk forming a "Y" shape are not acceptable F. Plants planted in rows shall be matched in form. G. The height of the trees, measured from the crown of the roots to the top of the top branch, shall not be less than the minimum size designated in the plant list. H. No pruning wounds shall be present Nvith a diameter of more than 1" and such wounds must show vigorous bark an all edues. Shrubs and ground covers shall meet the requirements for spread and height indicated in the plant list. I . The measurements for height shall be taken from the ground level to the average height of the top of the plant and not the longest branch. 2. Single stemmed or thin plants will not be accepted. 3. Side branches shall be generous, well twigged, and the plant as a whole well bushed to the ground. 4. Plants shall be in a moist, vigorous condition, free fi•om dead wood, bruises or other root or branch injuries. 2.2 FERTILIZER A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release nitrogen, 50 percent derived fi-oni natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: Composition: 12 percent nitrogen, 10 percent phosphorous, and 12 percent pot ash, by weight. '/4 of nitrogen in the form of nitrates, '/4 in the form of ammonia salt and % in the form of organic nitrogen. 329300-5 Landscaping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 2.3 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following: 1. Type: Premium grade Shreded Natural Mulch 2.4 STAKES AND GUYS A. Stakes for Staking: Rough -sawn, sound, new hardwood, redwood, or pressure -preservative - treated softwood, free of knots, holes, cross grain, and other defects. See construction drawings for sizes. B. Stakes for Guying: Hardwood. See construction drawings for sizes. C. Guy/ Staking Wire: No. 10 or 12 gauge galvanized wire. D. Turnbuckles: Galvanized steel of size and gauge required to provide tensile strength equal to that of the wire. Turnbuckle openings shall be at least 3". E. Staking and Guying Hose: Two-ply, reinforced garden hose not less than 1/2" inside diameter. F. Flags: Standard surveyor's plastic flagging tape, white, 6 inches (150 nun) long. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and conditions affecting installation and performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Planting shall be performed only by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. 329300-6 Landscaping ITB 822-001 Ocoee Wellness Park 3.3 OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS D. Locate plants as indicted or as approved in the filed by O\vner's Representative after staking by the Contractor. If obstructions are encountered that are not shown on the drawings, do not proceed with planting operations until alternate plant locations have been selected. Make minor adjustments as required. INSTALLATION A. Planting Pits: Excavate circular plant pits with vertical sides, except for plants specifically indicated to be planted in beds. Depth of pit shall accommodate the root system. Excavate circular pits with sides sloped inward. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not ftirther disturb base. Scarify sides of plant pit smeared or smoothed during excavation. Scarify the bottom of the pit to a depth of d". Excavate approximately three times as wide as ball diameter for balled and burlapped, container -grown or fabric bag -grown stock. Excavate at least 12 inches wider than root spread and deep enough to accommodate vertical roots for bare -root stock. B. Backfill all planting pits with excavated material, C. Obstructions: Notify Owner's Representative if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. Hardpan Layer: Drill 6-inch- (150-mm-) diameter holes into free -draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill with free -draining material if hardpan layer is detected. D. Drainage: Notify Owner's Representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. E. Set plant material in the planting pit to proper grade and aligmnent. Set plants upright, plumb, and faced to give the best appearance or relationship to each other or adjacent structure. Set plant material 2" above the finish grade. No filling will be permitted around trunks or stems. Backfill the pit with planting mixture. Do not use frozen or muddy mixtures for backf111ing. Space ground cover plants in accordance with indicated dimensions. Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. Plant to within 12" of the trunks of trees and shrubs within planting bed and to within 6" of edge of bed. 2. Do not use ball and burlap planting stock if root ball is cracked or broken before or during planting operation. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. After balled and burlapped plants are set, muddle planting soil mixture around bases of balls and fill all voids, 329300-7 Landscaping IT13 922-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 4. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. F. Mulching: Apply 3-inch (75-mm) average thickness of organic mulch extending 12 inches (300 mm) beyond edge of planting pit or trench. Mulch shrub and groundcover areas immediately after planting. Do not place mulch within 3 inches (75 min) of trunks or stems. Thoroughly water mulched areas. After watering, rake mulch to provide a uniform finished surface. 3.4 GUYING AND STAKING A. Stake/guy all trees immediately after sodding/ sprigging operations and prior to acceptance. When high winds or other conditions that may affect tree survival or appearance occur, the Owner's Representative may require immediate staking/guying. B. Stake deciduous trees under 3" caliper. Stake evergreen trees under 8'-0" tall. C. Guy deciduous trees over 3" caliper. Guy evergreen trees over 8'-0" tall. D. All work shall be acceptable to the Owner's Representative. 3.5 MAINTENANCE A. During exterior planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged exterior planting. C. Maintain plantings until completion and acceptance of the entire project. D. Maintenance shall include pruning, cultivating, weeding, watering, mowing sod, and application of appropriate insecticides and fungicides necessary to maintain plants free of insects and disease. 1. Re -set settled plants to proper grade and position. Restore planting saucer and adjacent material and remove dead material. 2. Tighten and repair guy wires and stakes as required. 3. Correct defective work as soon as possible after deficiencies become apparent and weather and season permit 32 93 00 - 8 Landscaping ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS 3.6 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Remove fi•om site all excess materials, soil, debris, and equipment, and legally dispose of them off Owner's property. Repair damage resulting from planting operations. 3.7 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the Owner's Representative, Upon Contractor's request. Provide notification at least 10 working days before requested inspection date. 1. Planted areas will be accepted provided all requirements, including maintenance, have been compiled with and plant materials are alive in a healthy and vigorous condition. B. Upon acceptance, the Owner will assume responsibility for plant maintenance. END OF SECTION 32 93 00 329300-9 Landscaping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS ID►:11 10 1 E7Z17:� mI U I;i1]T/ Dll/ 1 w7 1[.y This page intentional left blank. 329300-10 Landscaping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR INIPROVEMENTS SECTION 32 93 20 SODDING PARTI GENERAL 1.1 DESCRIPTION OF WORK A. Provide sodded lawns as shown and specified. The wort: includes: 1. Soil preparation. 2. Sodding common areas, pavement edges, and other indicated areas. 3. Maintenance. 1.2 RELATED REQUIREMENTS: 1. Section 32 93 00: Landscaping 1.3 SUBMITTALS A. Submit sod growers certification of grass species. Identify source location. 1.4 QUALITY ASSURANCE A. Sod: Comply vvith American Sod Producers Association (ASPA) classes of sod materials. B. Provide and pay for materials testing. Testing agency shall be acceptable to the Owner's Representative. Provide the following data: I. Topsoil: a. Ph factor. b. Mechanical analysis. C. Percentage of organic content. d. Recommendations on type and quantity of additives required to establish satisfactory Ph factor and supply of nutrients to bring nutrients to satisfactory level for planting. 1.5 DELIVERY, STORAGE AND HANDLING A. Cut, deliver and install sod within a 24-11ou1' period. I. Do not harvest or transport sod when moisture content may adversely affect sod survival. 2. Protect sod from sun, wind, and dehydration prior to installation. 3. Do not tear, stretch, or drop sod during handling and installation. 1.6 32 93 20 - 1 Sodding ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS PROJECT CONDITIONS A. Work notification: Notify Owner's Representative at least 7 working days prior to start of sodding operations. B. Protect existing utilities, paving, and other facilities from damage caused by sodding Operations. C. Perform sodding work only after irrigation and other work affecting ground surface has been completed. The irrigation system will be installed, tested, and functional prior to sodding and sprigging. Locate, protect, and maintain the irrigation system during sodding and sprigging operations. Repair irrigation system components damaged during sodding operations at the Contractor's expense. D. Provide hose and lawn watering equipment as required. 1.7 WARRANTY A. Provide a uniform stand of grass by watering, mowing and maintaining lawn areas until final acceptance. Re -sod areas which fail to provide a uniform stand of grass with specified materials, until all affected areas are accepted by the Owner's Representative. PART 2 PRODUCTS 2.1 MATERIALS A. Sod: 1. Argentine Bahia B. Provide healthy, well -rooted, material, free of diseases, nematodes and soil borne insects. Provide sod uniform in color, leaf texture, density, and free of weeds, undesirable grasses, stones, roots, thatch, and extraneous material; viable and capable of groNvth and development when planted. Furnish sod machine stripped and of Supplier's standard width, length, and thickness: Uniformly 1-1/2" to 2" thick with clean cut edges. Mow sod before stripping. D. Fertilizer for sodded areas: Granular, non -burning product meeting the requirement of Federal Specification O-F-24LS, with percentages of nitrogen, phosphoric acid, and potash as herein specified. 8N-8P-8K Fertilizer shall be furnished in bags or other standard containers with name, weight, 329320-2 Sodding ITB #22-001 Ocoee 131ellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS guaranteed analysis of contents clearly marked thereon. Combined N-P-K content shall be not less than 20% of the total and N content shall be not less than 5% of the total by weight. E. Water: Free of substance harmful to sod growth. Hoses or other methods of transportation furnished by Contractor, PART 3 EXECUTION 3.1 INSPECTION A. Examine finish surfaces, grades, topsoil quality and depth. Do not start sodding v,vork until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Limit preparation to areas that will be immediately sodded. B. Loosen topsoil of lawn areas to minimum depth of 2". Remove stones over I" in any dimension and sticks, roots, rubbish, and extraneous matter. C. Grade lawn areas to smooth, free draining and even surface with a loose, uniformly fine texture. Roll and rake; remove ridges and fill depressions as required to drain. Grade immediately before sodding. Verify grading follows engineering plans. Contractor will be responsible for regarding if sod are not placed in a timely manner and wash oat or other erosion causes grades to deviate from engineering plans. D. Apply fertilizer for sodded areas by mechanical rotary or drop type distributor, thoroughly and evenly incorporated by raking or other approved method. Fertilize areas inaccessible to power equipment with hand tools and incorporate it into soil. E. Dampen dry soil prior to sodding. F. Restore prepared areas to specified condition if eroded, settled, or otherwise disturbed after fine grading and prior to sodding. 3.3 INSTALLATION A. Sodding: I . Lay sod to form a solid mass with tightly -fitted joints. Butt ends and sides of sod strips. Do not overlay edges. Stagger strips to offset joints in adjacent courses. Remove excess sod to avoid smothering of adjacent grass. Provide sod pad top flush with adjacent curbs, sidewalks, and drains. 2. Do not lay dormant sod or install sod on saturated soil. 3. Water sod thoroughly with a fine spray immediately after laying. 4. Roll a minimum of four (4) times with a medium weight roller to ensure contact 329320-3 Sodding ITB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS EXTERIOR IMPROVEMENTS with sub -grade. B. Sod indicated areas within contract limits and areas ad_joiiung contract limits disturbed as a result of construction operations. 3.4 MAINTENANCE A. Maintain sodded lawn areas, including watering, spot weeding, mowing, application of herbicides, fungicides, insecticides and resodding until a full, uniform stand of grass free of weed, undesirable grass species, disease, and insects is achieved and accepted by the Owwner's Representative. 1. Water sod thoroughly every day, as required to establish proper rooting. 2. Repair, rework, and resod all areas that have washed out or are eroded. Replace undesirable or dead areas with new sod. 3. Mow lawn areas as soon as lawn top growth reaches a 3" height. Cut back to 2" height. Not more than 40% of grass leaf shall be removed at any single mowing. 3.5 ACCEPTANCE A. Inspection to determine acceptance of sodded lawns will be made by Owner's Representative, upon Contractor's request. Provide notification at least 7 working days before required 'inspection date. Sodded areas will be acceptable provided all requirements, including maintenance, have been complied with, and a healthy, even -colored viable lawn is established, free of weeds, undesirable grass species, disease and insects. B. Upon acceptance, the Owner will assume responsibility for lawn maintenance. C. If not accepted at the time of the inspection, the Contractor will be required to prepare a maintenance schedule for all grassed areas. The Owner's Representative may require this maintenance schedule if construction is delayed or for any reason the Owner deems necessary to ensure that the grass is well maintained. 3.6 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, debris and equipment. Repair damage resulting from sodding operations. END OF SECTION 32 93 20 329320-4 Sodding ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES SECTION 33 1100 — WATER DISTRIBUTION PIPING PART 1 —GENERAL 1.1 RELATED DOCUMENTS A. Provisions of the Contract Documents, including requirements of all Division l Sections of the Specifications apply to al I work of this Section. B. The construction of all waterline work and appurtenances shall be constructed in accordance with the City of Ocoee and their published Engineering Stanclarcls Manual — Latest Edition. City of Ocoee ESM to govern for City owned systems. C. The construction of all waterline work and appurtenances shall be constructed in compliance with the Florida Department of Environmental Protection (FDEP) CHAPTER 62-555 PERMITTING, CONSTRUCTION, OPERATION, AND MAINTENANCE OF PUBLIC WATER SYSTEMS. 1.2 DESCRIPTION OF WORK A. Unclassified excavation, trenching, dewatering, the installation of water distribution pipes, as specified and indicated, including fittings, service connections, valves, connection to existing waterline, concrete thrust blocking, encasements, cradles, anchors, and demolition as required or necessary. B. System complete, disinfected, tested and approved. C. Perform backfilling, grading, compaction, and compaction testing, including required hand excavation and backfill, where required. 1.3 RELATED SECTIONS A. Division 1 requirements. B. Section 31 23 00 - Trenching, Backfilling and Compacting C. Section 03 30 00 - Cast -in -Place Concrete 1.4 REFERENCES A. AWWA C104 - Cement -Mortar Linings for Ductile Iron Pipe and Fittings for Water. B. AWWA C105 - American National Standard for Polyethylene Encasement for DUctile- Iron Pipe Systems. C. AWWA C110 - Ductile Iron and Gray Iron Fittings, 3-in. through 48-in. for Water and Other Liquids, D. AWWA C1 1 I - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure Pipe and Fittings. E. AWWA C150 -Thickness Design of Ductile Iron Pipe. F. AWWA Cl 51 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand Lined Molds, 331100-1 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES for Water or Other Liquids. G. AWWA C153 - Ductile Iron Compact Fittings, 3 in. througli 24 in. and 54 in. through 64 in. for Water Service. H. AWWA C219 - Bolted, Sleeve -Type, Couplings for Plain End Pipe. I. AWWA C500 - Metal -Seated Gate Valves for Water Supply Service. J. AWWA C502 - Dry -Barrel Fire Hydrants. K. AWWA C503 - Wet -Barrel Fire Hydrants. L. AWWA C504 - Rubber -Sealed Butterfly Valves (not allowable for City -owned water systems). M. AWWA C508 - Swing -Check Valves for Waterworks Service. N. AWWA C509 - Resilient -Seated Gate Valves, for Water Supply Service. O. AWWA C511 - Reduced Pressure -Principle Bacicflow-Prevention Assembly. P. AWWA C550 - Protecting Epoxy Interior Coating for Valves and Hydrants. Q. AWWA C600 - Installation of Ductile -Iron Water Mains and Their Appurtenances. R. AWWA C606 - Grooved and Shouldered Joints. S. AWWA C651 - Disinfecting Water Mains. T. AWWA C800 - Underground Service Line Valves and Fittings U. AWWA C900 - Installation of polyvinyl chloride (PVC) plastic Water Mains and their Appurtenances. AWWA C901 — PE Pressure pipe and Tubing — Y2" thru 3" diameter for water service. PVC not allowable for City -owned water systems. V. ASSE 1015 - Double Clieck Bacicflow Prevention Assemblies W. NSF 61 - Drinking Water System Components - Health Effects X. NFPA 24 - Standards for the Installation of Private Fire Service Mains and their Appurtenaaces. Y. NFPA 281 - Recommended Practice for Fire Flow Testing and Marking of Hydrants Z. Respective Utility Company Rules and Regulations, Latest Publication. AA. UL 246 - Hydrants for Fire - Protection Service. BB. Florida Department of Environmental Protection (FDEP) 1.5 SUBMITTALS A. Submit the following in accordance with Division I requirements. 1. Manufacturer's Catalog Data a. Pipe and fittings b. Joints and couplings C. Valves 331100-2 Water Distribution Piping tTB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES d. Corporation stops e. Valve boxes f. Mechanical Pipe Restraints g. Backflow Preventers h. Flush Mounted Hose Bibbs i. Tracer Wire plus Water Meters (Private applications only). 2. Certificates of Compliance a. Pipe and fittings b. Pipe -shop applied linings and coatings C. Pipejoint materials d. Valves e. Hydrostatic Test Equipment Calibration f. Concrete certifications g. FDEP approval h. Baclflow Preventers Submit manufacturer's standard drawings or catalog cuts. Include information concerning gaskets with submittal for joints and couplings. B. Certificates of Compliance shall attest that tests set forth in each applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publication. Other tests shall have been performed within 3- years of the date of submittal of certificates on the same type, class, grade, and size of material as is being provided for the project. C. Hydrostatic Testing Submittal: The Contractor shall submit to the City of Ocoee a testing sequence schedule and shall include listing or testing equipment to be used. A minimum of three (3) working days prior to the start of testing, the Contractor shall submit to the Owner notarization certificates attesting that all pressure gauges being used have been calibrated and are accurate to 0.1 lbs./sq.in. The Contractor shall submit to the Owner the results of all testing as specified herein. D. Disinfection Test Results: Shall be submitted as described in Paragraph 3.17 of this Section. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Inspect materials delivered to site for darnage, Unload and store With minimum handling. Store materials on site in enclosures or under protective covering. Store plastic piping, jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris. B. Pipe and accessories shall be handled so as to insure delivery to the installed location in sound undamaged condition. Particular care shall be taken not to injure the pipe coating or lining. Repairs to the cement lining of Ductile h•on Pipe and fittings shall not be permitted. No other pipe or material of any ]rind shall be placed inside a pipe or fitting after the coating has been applied. Pipe shall be carried into position and not dragged. Use of pinch bars and tongs for aligning or turning pipe will be permitted only on the bare ends 331100-3 Water Distribution Piping ITB 422-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES of the pipe. The interior of pipe and accessories shall be thoroughly cleaned and foreign matter before lowered into the trench and shall be kept clean during laying operations by plugging or other approved method. Before installation, the pipe shall be inspected for defects. Material found to be defective before or after laying shall be replaced with sound material without additional expense to the Owner. Rubber gaskets that are not to be installed immediately shall be stored in a cool and dark place. Store valves and appurtenances in accordance with manufacturer's recommendations. D. Do not stack PVC plastic pipe higher than the limits indicated in ANSI/AWWA C900. Stacking of ductile iron, cast iron, copper, and steel pipe shall meet the requirements of the pipe manufacturer. Do not stack fittings, valves, valve boxes, or valve stands. Note that PVC pipe is not allowed for City -owned water systems. E. The Contractor shall be responsible for the delivery, storage, and handling of products. All pipe, valves, rubber gaskets, gasket lubricants, and other appurtenances shall be handled and stored in accordance with manufacturers recommendations and AWWA C600. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with applicable state and national standards and the current Engineering Standards published by the City of Ocoee. B. All water main pipe and appurtenances shall receive approval from the City of Ocoee. C. Provide uniform color scheme for fire hydrants in accordance with NFPA 281. 1.8 INSTALLER'S QUALIFICATIONS A. Contracting firm holding a valid certified underground utility contractor's license, certified by the State Fire Marshal for installation of Fire Protection Systems and having at least three years of successful installation experience of potable water piping. 1.9 REQUIREMENTS OF REGULATORY AGENCIES A. All work is subject to Florida DEP Regulations, Florida Building Code and City of Ocoee Engineering Standards and regulations. B. Fire service lines shall be constructed and inspected in accordance with the regulations of the State Fire Marshal's Office and shall conform to NFPA-24. PART 2 — PRODUCTS 2.1 GENERAL A. All pipe, fittings, and appurtenances shall be as shown on the Contract Drawings and specified in this Section. All pipe, fittings, and appurtenances shall be new and unused. 331100-4 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES Piping shall be ductile iron unless otherwise sho\vn on the Plans. Pipe and pipe gaskets shall be of the same manufacturer, compatible in all standards. 2.2 MATERIALS A. PVC PIPE AND FITTINGS: Note: PVC pipe and fittings can be used for systems to be owned and maintained by the property owner. City of Ocoee does not allow PVC pipe and fittings for systems to be owned and maintained by the City. 1. Pressure Piping: Unless otherwise specified, PVC pressure pipe smaller than 4" nominal diameter shall be Schedule 80 PVC in accordance with ASTM D 1785. Schedule 80 pipe shall have either solvent welded or threaded joints. PVC pressure pipe shall bear the approved seal of the National Sanitary Foundation (NSF). PVC pipe that is exposed to sunlight shall be resistant to ultraviolet deterioration. 2. Fittings: Socket type, solvent welded fittings for Schedule 80 PVC pipe shall be in conformance with ASTM D2467. Threaded type fittings for Schedule 80 PVC pipe shall be in conformance with ASTM D2464. 3. Flanges: Flanges for Schedule 80 PVC. pipe shall be rated for a 150 psig working pressure with ANSI B 16.1 dimensions and bolting pattern. Flanges shall be connected to PVC piping with either solvent welded or threaded joints in accordance with ASTM D2467 or ASTM D2464, respectively. Gaskets shall be full-faced type with a minimunn thickness of 1/8 inch. Nuts and bolts shall be hexagonal Nvith machine threads. manufactured of Type 316 stainless steel in accordance with ASTM A320, Class 2. Type 316 stainless steel flat washers Nvith lock washers shall be used against PVC. flanges. 4. Solvent Cement: Pipe manufacturer's recommendation, complying with ASTM D2564. 5. Joint Lubricant: Plastic pipe dope recommended by pipe manufacturer, or Teflon tape. B. LARGE PVC PRESSURE PIPING: Note: PVC pipe and fittings can be used for systems to be owned and maintained by the property owner. City of Ocoee does not allow PVC pipe and fittings for systems to be owned and maintained by the City. Unless otherwise noted, for diameters 4" to 12" use ANAIWA C900 pipe with a dimension ratio of DR18, pressure class of 150 psig, and for larger than 12" use AWWA C905 pipe with a dimension ratio of DR18, pressure class of 235 psig. Pipe shall be designed with not less than a 4 to 1 sustained hydrostatic pressure safety factor. Fittings shall be DI fittings with restrained mechanical joint ends as specified hereinbefore. Pipe dimensions shall be nnade to match DI pipe O.D.'s..Pipe joints shall be made with integral bell and spigot pipe ends. The bell shall consist of an integral thickened wall section designed to be at least as strong as the pipe wall. The bell shall be supplied with factory glued rubber ring gasket that conforms to the manufacturer's standard dimensions and tolerances. The gasket shall meet the requirements of ASTM F 477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe. PVC joints shall be "Ring-Tite" as manufactured by J-M Manufacturing Company, Inc. or equal. 33 11 00 - 5 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES Identification: All buried piping shall receive a color -coded adhesive identification tape. C. Ductile Iron Pipe (DIP) Ductile Iron Pipe (DIP) to be placed underground shall meet the requirements of American National Standards Institute (ANSI)/American Water Works Association (AWWA) C151/A21.51 and shall be Pressure Class 350 or class identified on the Contract Drawings. All pipe supplied shall have standard outside coating of coal tar or asphalt base and double inside cement -mortar lining complete with seat coat in accordance with ANSI/AWWA C 104/A21.4. D. Hydrants: Model as approved by local fire marshals office and municipal authority. The inside and outside of the hydrants, including the working parts except bronze parts, Must be covered with two coats of approved asphaltum paint. The outside portion of the hydrant that is located below finished grade shall be coated with asphaltum paint. The outside portion of the hydrant that is exposed above ground shall be covered with one coat of primer and twvo finish coats. E. The dome and barrel of the fire hydrant and caps will be painted to conform to the Fire Marshall's guidelines. Flow Rate (GPM) Bonnet Color Barrel Color 1,500 and Over LIGHT BLUE SILVER 1000 to 1499 GREEN SILVER 500 to 999 ORANGE SILVER Under 500 RED SILVER * Private hydrants barrel to be painted red (City of Ocoee). All water system hydrants shall meet the requirements of local agencies and/or utility companies with fittings sized to suit local fire protection requirements, and shall conform to AWWA C502 and C600. F. Pipe Joints Pipe joints shall be restrained push -on type with locking gaskets. All joints shall meet the requirements of ANSI/AWWA C 1 11 /A21.11. Mechanical joints w/ retainer gland and locking gasket shall be provided on the first pipe joint after connection from existing water line. Mechanical joints, retainer glands, locking rubber gaskets, nuts, bolts, and 331100-6 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES appurtenances shall meet the requirements of ANSI/AWWA CI I I/A21.11. Gaskets shall be supplied by the pipe manufacturer. Pipe and gaskets from different manufacturers are not acceptable. G. Fittings. 1. All fittings shall be ductile iron and shall meet the requirements of ANSI/AWWA CI10/A21.10. Fittings per ANSI/AWWA CI53/A21.53 may be used with the approval by the engineer and/or applicable Municipal authority. All fittings shall be pressure class 250, with standard outside coating of coal -tar or asphalt base and double inside cement mortar lining complete with seal coat all in accordance with ANSI A21.4/AWWA C104. 2. Underground DIP fitting joints shall be mechanical joint with restraint folloNver glands, except fitting joints for restrained joint pipe Nvhich shall be of the same joint as that of the pipe. Joints shall Meet the requirements of ANSI/AWWA C1 I I/A21.1 1. The restraint follower gland shall include a restraining mechanism which, when actuated, imparts multiple wedging action against the pipe, increasing its resistance as the pressure increases. Flexibility of the joint shall be maintained after burial. Glands shall be manufactured of ductile iron conforming to ASTivt A 536-80. Twist off nuts shall be used to insure proper actuating of the restraining devices. The restraining glands shall have a pressure rating equal to that of the pipe on which it is used. Glands shall be EBAA hron Inc. Megalug or equal. 3. All fittings shall have standard outside coating of coal -tar or asphalt base and double inside cement mortar lining complete with seal coat all in accordance Nvith ANSI/AWWA C104/A21.4. 4. Rubber gaskets, nuts, bolts, retainer glands and appurtenances shall meet the requirements of ANSI/AWWA C111/A21.11. 5. Couplings under 2-inch nominal diameter other than copper shall be compression type Smith -Blair, flexible service couplings Series 522, or equal. For 2-inch nominal diameter and over, couplings shall be ductile iron, rated for proposed test pressure, and shall meet the requirements of ANSI/AWWA C219. H. Polyethylene Encasement. 1. Polyethylene tubes or sheets meeting the minimum requirements of ANSI/AWWA C105/A21.5 shall be used on all underground ductile iron pipe, fittings, valves, and hydrants. Gate Valves. 1. General. All gate valves shall be of the resilient wedge non -rising stem type. Valves shall have a minimum rated working pressure of 250-p.s.i.g. and 500- p.s,i.g. mininurM test pressure rating. Unless otherwise specified, the valves shall meet the latest revision of AWWA Standard C-509 Specification. Directly cast on the body of the valve shall be the manufacturers name, valve size, direction of flow, and working pressure. 2. Gate Valves 3-inch Through 12-inch a. General. All Gate Valves 3-inch through 12-inch shall be of the resilient seated non -rising stem type. Unless otherwise specified. the valves shall 331100-i Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES meet the latest revision of AWWA Standard C-509 Specification. All valves shall open right (clockwise) and shall be equipped with flanged joint ends. b. Construction. The bonnet, body, gate, yoke, wrench nut, O-ring packing plate or seal plate shall be made of gray cast iron. The valve stem shall be constructed of manganese bronze and shall have a minimum tensile strength of 60,000-psig. C. Affidavit of Compliance. The Contractor shall obtain from the manufacturer of the valves an affidavit stating that the valve and all materials used in its construction conform to the applicable requirements of the above referenced A W WA standard and supplementary specifications and that all tests specified therein have been performed and met. 3. Valves installed within standard push -on joint pipe shall be equipped with mechanical joint ends with restraint follower glands (as specified herein for fittings) complying with ANSI/AWWA CI I I/A21.11. Valves installed within restraint joint pipe shall be equipped with either mechanical joint ends and Megalug restraints as manufactured by EBBA Iron Sales, Inc., a push -on typej oint with "Field Lok" gasket as manufactured by U.S. Pipe and Foundry Co., or equivalent restraint joint system as approved by the Owner. 4. All valves shall have 2" square operating nuts except for valves within vaults and manholes which shall be provided with handwheel (max. 15-inch diameter) for operation. 5. All bolts, studs and nuts shall be cadmium -plated (ASTM B766) or zinc coated (ASTM A153 or ASTM B633). 6. All gate valves shall be manufactured by Mueller Co.- Catalogue No. A-2360, American Darling - Series 2500, or Kennedy Valve - KEN -SEAL 11. Valve supports shall be compatible with the valve being served. K. Valve Boxes 1. Each buried valve shall have a valve box. 2. Cast iron, 2-piece construction, screw type, with 18-inches lengths, not less than 5-1/4" in diameter shaft. 3. Depth of setting shall be adjustable over a range to accommodate a cover over the pipe of 4' - 0" (minimum) and the box length shall be variable to suit the installation. 4. Furnish a deep socket type cast iron cover with each valve box with the word "WATER" cast on the cover. 5. Coat valve boxes with two (2) coats of coal tar epoxy. 6. Valve box model shall be listed in list of approved UTILITY COMPANY products. 7. Furnish one valve vwrench with a stem of sufficient length to suit all installations. Wrench shall fit a 2-inch square nut and have a tee handle welded on the other end. L. Detectable Utility Marking Tape 331100-8 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES Marking tape: Reinforced or un-reinforced tape type that is electronically detectable With a mininuun width of 3-inches and a minimum thickness of 5 mils with the message "CAUTION - BURIED WATERLINE BELOW" repeated every 24-inches, and color per the AW WA requirements shall be provided. City water systems may also use 410 THHN Tracing Wire capable of detection by a cable locator and conforming to City of Ocoee Engineering Standards. M. Concrete Thrust Blocks/Encasement/Pipe Cradles CONCRETE ENCASEMENTS NOT ALLOWED For City -owned water systems, thrust blocks shall not be typical and shall only be used when the City Engineer deems it a hardship or good engineering standard deem it necessary because restraining assemblies are impractical or insufficient. Concrete thrust blocks and pipe cradles are sized per the details on the Drawings. Materials for Portland Cement Concrete Pavement shall conform to the requirements of Section 347 of the FDOT Standard Specifications for Road and Bridge Construction, for Class I Portland Cement Concrete. 2. Miscellaneous metals for concrete thrust blocks shall be as specified on the Drawings and shall be protected against corrosion by galvanizing, by coating with bitUnlll70US paint or by encasing the entire assembly with polyethylene (as per AWWA C105). N. Pipe Hangers, Supports and Miscellaneous Metal Fabrications 1. Furnish and install supports required to hold pipe fittings, and valves at the lilies and grades indicated on the drawings and without strain upon pipe, fittings, and valves. 2. Support piping by suitable saddle stands. 3. Locate supports where necessary (and as a minimum where shown on the drawings) but not more than six feet on center. O. Service Line Connections Water service connections shall be the size indicated on the Drawings. Water service lines shall be: a. Copper: Type K, seamless tubing, conforming to ASTM B 88, and carrying the National Sanitation Foundation (NSF) seal of approval for potable Water. b. Plastic: Pipes With a 2-inch diameter or less to be HDPE Pipe DR-9 Class 200, EHMW-PE3404, Density ASTM D1505, with an exterior color: BLUE and shall bear the approved seal of the National Sanitary Foundation (NSF Logo). C. Unless otherwise specified on plans, PVC pressure pipe smaller than 2" nominal diameter shall be Schedule 80 PVC in accordance With ASTM D 1785. Schedule 80 pipe shall have either solvent welded or threaded Joints. PVC pressure pipe shall bear the approved seal of the National 331100-9 Water Distribution Piping rrB 922-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES Sanitary Foundation (NSF). PVC pipe that is exposed to sunlight shall be resistant to ultraviolet deterioration. 2. Fittings for copper pipe shall be brass compression type for copper tube meeting the requirements of AWWA C800. All unions or couplings shall be manufactured by Ford Meter Box Co. and have a Ford Quick Joint joining system. 3. Water service line connections to the mainline shall be by the connection taps complying with applicable portions of AWWA C800. a. Corporation stops shall be bronze, plug type with 175 psi working pressures and with standard corporation stop thread use as Basis of Design: Ford Meter Company, Inc. Catalog No. F1000 and FBI000, respectively. Joining system shall be Ford Quick Joint. b. Water service saddles shall be bronze two strap type or single strap Styles 202B or 1018, respectively use as Basis of Design: Ford Meter Box Company, Inc. 4. Curb stops shall be bronze, plug type and ball type with 175 psi working pressures, and comply with AWWA C800, Section 4.2 use as Basis of Design: Ford Meter Box Company, Inc., Catalog Nos. Z44 or B44, respectively. Joining system shall be Ford Quick Joint. 5. Curb boxes shall be extension type with arch pattern base of the length required,, complete with 1-inch upper section, 2 hole Erie pattern rid, and inside rod and pin as manufactured by the Ford Meter Box Company, Inc. 6. PVC Schedule 80 Appurtenances: a. Fittings: Socket type, solvent welded fittings for Schedule 80 PVC pipe shall be in conformance with ASTM D2467. Threaded type fittings for Schedule 80 PVC pipe shall be in conformance with ASTM D2464. b. Flanges: Flanges for Schedule 80 PVC pipe shall be rated for a 150 psig working pressure with ANSI B 16.1 dimensions and bolting pattern. Flanges shall be connected to PVC piping with either solvent welded or threaded joints in accordance with ASTM D2467 or ASTM D2464, respectively. Gaskets shall be full-faced type with a minimum thickness of 1/8 inch. Nuts and bolts shall be hexagonal with machine threads, manufactured of Type 316 stainless steel in accordance with ASTM A320, Class 2. Type 316 stainless steel flat washers with lock washers shall be used against PVC flanges. C. Solvent Cement: Pipe manufacturer's recommendation, complying with ASTM D2564. d. Joint Lubricant: Plastic pipe dope recommended by pipe manufacturer, or Teflon tape. P. Tapping Sleeve. Sleeves shall be suitable for connection to pipe of nominal diameter and material required. Sleeve shall be stainless steel and suitable for 250 psig maximum working pressure. Sleeve outlet flange shall be compatible with the material its connected to and shall 33 11 00 - 10 Water- Distribution Pining ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES have outlet dimensions and be drilled to comply with ANSI B16.1, class 125 and recessed in accordance with MSS SP-60, Body shall contain 3/4" NPT test plug Tapping sleeve shall be as listed in the OCU Manual and comparable to Series H- 304 S/S, manufactured by Mueller Company. Q. Tapping Valve. Tapping valve shall meet the requirements "Gate Valves" specified in this section. In addition, the tapping valve shall have inlet flange complying with ANSI B 16.1, class 125 drilling and with MSS SP-60, R. Flush -mounted Hose Bibb. 1. Flush -mounted hose bibb shall be Zurn Industries Catalog No. Z-1360 or approved equal. 2. Encased, non -freeze ground hydrant; complete with bronze casting, all bronze interior parts, bronze seat and replaceable seat washer, non -turning operating rod with free-floating compression closure valve,'/4-inch hose connection, 3. Plain bronze box with hinged scoriated cover with operating key -lock and "WATER" cast in cover. Depth of bury shall be 4 feet. 4. Tapped'/4-inch drain port in valve housing and in box. 5. All supplied flush -mounted hose bibbs shall be from the same manufacturer and be opened with the same key. Backflow Preventer. 1. Backflow Preventer shall be a Reduced Pressure Detector Assembly (RPDA) shall be as listed in the City of Ocoee List of the Utility Co. approved products. Such as: Watts Industries, Inc, Model 909; Ames 4000SS; Hersey 6CM; etc. 2. The RPDA shall consist of two independently operating, spring loaded cam -check valves with a hydraulically operated differential pressure relief valve located betNveen and below the cam -checks, required test cocks and inlet and outlet resilient seat shutoff valves. When normal flow exists, both checks, called the zone, is at least 2 PSIG lower than the inlet pressure. The differential pressure relief valve is closed during the normal flow. 3. All supplied RPDA components and appurtenances shall be from the same manufacturer. 4. RPDA shall have OS&Y gates. 5. RPDA shall be a UL listed product and the installation shall be in accordance with ANSI/AWWA C511-07 and FDEP Regulations. 6. Finish Paint: Use color Fire Proleclio» Red for Fire Mains, Paiztone Pu];ole 522C for Reclaim Water Mains, and Blue for Potable Water Mains. Do not paint electronic sensor or switches, glass, brass, or chrome plated portions of assemblies. PART 3 - EXECUTION 3.1 INSPECTION A. General: 33 11 00 - 11 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES 1. The quality of all materials, the process of manufacturer, and the finished products shall be subject to inspection and approval by the Owner. Such inspection may be made at the place of manufacturer or on the work after delivery, or at place of manufacture or on the work after delivery, or at both places; and the products shall be subject to rejection at any time on account of failure to meet any of the specifications' requirements even though sample products may have been accepted as satisfactory at the place of manufacture. 2. Prior to being installed, each pipe, fitting, valve and/or hydrant shall be carefully inspected, and those not meeting the specifications shall be rejected and at once removed form the work. 3.2 CUTTING OF PIPE A. Cutting of pipe shall be done in a neat and worlananlike manner without damage to the pipe or its lining. Unless otherwise recommended by the manufacturer, cutting shall be done with an approved type mechanical cutter. A wheel cutter shall be used when practicable. Squeeze type mechanical cutters shall not be used for ductile iron. Grind cut ends and rough edges smooth. Bevel end for push -on joints. 3.3 ADJACENT FACILITIES SEPARATION A. Paralleling Installation 1. All potable water mains shall be separated from all other pressure and gravity sewer pipe systems by at least six (6) feet horizontally measured edge to edge. 2. In cases where it is not possible to maintain 6-feet horizontal separation, the water line must be installed in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18-inches above the top of the sewer. Concrete encasement of water main or special pipe and fitting materials will be required. 3. Should conditions prevent a minimum vertical separation of 10-inches or should sanitary or drainage utilities be installed above a potable waterline, regardless of vertical separation, the utility crossing the waterline shall be concrete encased a minimum often (10) feet on either side of the utility crossing. B. Crossing Installation Should the water main be installed less than 12-inches clear above the top of a sanitary or reclaimed water sewer, the water main shall be concrete encased a minimum of 10 feet (from outside edge of sewer) on either side of the crossing. Should the water main be installed beneath a sewer, a concrete pipe cradle shall be installed along the water main a distance as directed by the Engineer and in compliance with FDEP CHAPTER 62-555 PERMITTING, CONSTRUCTION, OPERATION, AND AIMINTEN9NCE OF P UBLIC NEATER SI'STEMS. When crossing sewer pipes, one full length section of water pipe shall be centered over the adjacent utility such that both joints will be as far from the crossing as possible. 33 11 00 - 12 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES 3.4 JOINT DEFLECTION A. The allowable deflection will be 50% of the maximum as permitted in AWWA C600 and by the pipe manufacturer (most stringent criteria applies). If the alignment requires deflection in excess of the above limitations, special bends or a sufficient number of shorter lengths of pipe shall be furnished to provide angular deflections within the limit set forth. 3.5 PIPE BEDDING AND HAUNCHING A. Each pipe section shall be laid in a firm bedding and haunched and backfilled N-vith care. B. Bedding shall be as described in the Drawings and Section 02316 of these Specifications. AWWA C600 shall be referenced as necessary. 3.6 PLACING AND LAYING A. Pipe and accessories shall be placed and laid according to AWWA C600 and these Specifications. B. Clean and inspect each length of pipe or fitting before lowering into the trench. Do not lower pipe into the trench except that which is to be immediately installed. C. Lay pipe to a uniform line with the barrel of the pipe resting solidly in bedding material throughout its length. Excavate recess in bedding material to accommodate joints, fitting, and appUrtenances. Do not subject pipe to a blow or shock to achieve solid bearing or grade. D. Pipe shall be laid with bell ends facing the direction of laying, unless otherwise specified by the Authority. Where pipe is laid on a grade of ten percent or greater, the laying shall start at the bottom and shall proceed upward Nvith the bell ends of the pipe upgrade. E. Lay each section of pipe in such a manner as to form a close concentric joint with adjoining section and to avoid offsets. F. Lubricate pipe and gaskets as recommended by the manufacturer. Assemble to provide tight, flexible joints that permit movement caused by expansion, contraction, and ground movement. G. Check each pipe installed as to line and grade in place. Correct deviations immediately. Deflection of pipe joints in excess of 80-percent of the maximum deflection of those specified in AWWA C600 and by the manufacturer (most stringent applies) will be cause for rejection. H. Install fittings and valves as pipe laying progresses. Do not support weight of fittings and valves from pipe. 1. When work is not in progress, and at the end of each working day, securely plug the ends of pipe and fittings to prevent trench water, earth, or other substances from entering the pipes or fittings. J. Backfill in accordance with Section 312310 and the Drawings, concurrently with pipe laying to hold the installed pipe in place. When pipe laying is terminated for any reason, provide at least 2 feet of backfill over all pipe except the last piece laid. 33 11 00 -13 Water- Distribution Piping ITB #22-001 Ocoee Welincss Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES 3.7 JOINT ASSEMBLY A. All pipe joint assembly shall comply with AWWA C600. l . Push -on Joints. a. Clean the inside of the bell and the outside of the spigot. Insert rubber gasket into the bell recess. b. Apply a thin film of gasket lubricant to either the inside of the gasket or the spigot end of the pipe, or both. C. Insert the spigot end of the pipe into the socket using care to keep the joint form contacting the ground. Complete the joint by forcing the plain end to the bottom of the socket. Mark pipe that is not furnished with a depth mark before assembly to assure that the spigot is fully inserted. 2. Mechanical Joints. a. Wash the socket and plain end. Apply a thin film of lubricant. Slip the gland and gasket over the plain end of the pipe. Apply lubricant to the gasket. b. Insert the plain end of the pipe into the socket and seat the gasket evenly in the socket. C. Slide the gland into position, insert bolts, and finger -tighten nuts. d. Bring bolts to uniform tightness. Tighten bolts 180-degrees apart alternately. 3. Restrained Joints. a. As recommended by the pipe manufacturer. 3.8 CONNECTIONS TO EXISTING LINES A. The contractor shall locate existing pipe horizontally and vertically sufficiently in advance of making connections to allow ample time for making changes in the connection location. Backfill excavation immediately after buried pipe is located and measured. B. Make each connection with fittings and valves indicated on the Contract Drawings. Furnish and install sleeves required to complete connections. All required pipe, fittings, valves, tools, and equipment shall be at the connection site prior to start connection. The Owner will operate existing valves. Install sufficient pipe and restrained joints so existing pipe can be put in service immediately after connection and disinfection is completed. Inspect joints and eliminate leaks immediately after connection is completed and existing pipe is put in service. Install watertight plugs on open ends of pipe and valves and backfill excavation if new piping is not connected to dry connection within 48 hours after completing dry connection. C. Make connections to existing lines under pressure in accordance with the recommended procedures of the manufacturer of the pipe being tapped, except as otherwise specified. D. The Contractor shall notify the Owner a minimum of three (3) working days prior to connecting to the existing system. 3.9 SETTING OF VALVES AND VALVE BOXES 33 11 00 - 14 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES A. Install gate valves conforming to AWWA C500 in accordance with the requirements of AWWA C600 for valve -and fitting installation and with the recommendations of the Appendix ("Installation, Operation, and Maintenance of Gate Valves" to AWWA C509. Make and assemble joints to gate valves as specified for making and assembling the same type joints between pipe and fittings. B. Valve Boxes shall be installed where shown or specified, and shall be set plumb. Valve boxes shall be centered on the valves. Boxes shall be installed over each gate valve unless otherwise shown. Contractor shall verify the location at each valve box before setting. C. Valves after delivery shall be drained to prevent freezing and shall have the interiors cleaned of all foreign matter before installation. Stuffing boxes shall be tightened and the hydrant or valve shall be fully opened and fully closed to insure that all parts are in working condition. 3.10 FLUSH -MOUNTED HOSE BIBBS A. Install in accordance with manufacturer's instructions and as shown on the Contract Drawings. B. Provide thrust blocking and drainage gravel as shown. C. Set hose bibbs plumb with hose connection facing the closest walkway. D. Ensure proper hose bibb drainage (i.e., do not block drain hole). E. Each hose bib shall be fully opened and closed under system water pressure to ensure proper operation. 3.11 BACKFLOW PREVENTERS A. Install in accordance with manufacturer's instructions and as shown on the Contract Drawings. B. BachflOw Preventer shall be installed where shown or specified. Contractor shall verify the location at each backflow preventer before setting. C. Backflow preventers after deliver), shall be drained to prevent freezing and shall have their interiors cleaned of all foreign matter before installation. Backflow preventers shall be tested according to manufacturer's directions to insure that all parts are Nvorking properly. D. Backflow Preventer shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated OS&Y isolation valves and four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ANSI/AWWA C 150. Dual Check Valve Assemblies shall meet the requirements of ASSE 1015. RPDA shall meet the requirements of ASSE 1013 and ANSI C511-92. 3.12 THRUST BLOCKING 331100-15 Water Distribution Piping IT13 822-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES CONCRETE ENCASEIl1ENTS NOT ALLORIED City Systems — thrust blocking only by approval from City Engineer. Only use mechanical joint restraints. A. Plugs, caps, tees and bends deflecting 11-1/4 degrees or more, either vertically or horizontally, on underground waterlines 4 inches in diameter or larger shall be provided with thrust blocking (only for use when approved by City Engineer) as detailed on the Contract Drawings or thrust restraint fittings. Valves shall be securely anchored with thrust blocking to prevent movement. Blocking shall be placed between undisturbed earth and fitting to be anchored. The sides ofthrust blocks not subjectto thrust maybe poured against forms. Blocking shall be placed so that the fitting joints will be accessible for repair. Miscellaneous iron and steel thrust block connections shall be protected by galvanizing or by coating with bituminous paint. B. Anchor dimensions recommended for 2000-psf soil bearing strength shall be used when soil is encountered along the sides and bottom of trench. Anchor dimensions recommended for 4000-psf soil bearing strength shall be used when rock is encountered along the sides and bottom of trench. C. If adequate bearing surface for blocking cannot be obtained, a supplemental joint restraint system (i.e., multiple pipe joints restrained) as approved by the Public Water Authority's Representative shall be provided. A Joint Restraint System is preferred to concrete thrust blocking. All piping that is rodded together shall be assembled by replacing the affected bolts of the mechanical joint fittings with "tie Bolt Restraints" product shall be as listed in the OCU Manual and comparable to products manufactured by Star National Products of Columbus, OH. D. Where any section of a water line is provided with concrete thrust blocking for fittings, the hydrostatic tests shall not be made until at least seven (7) days after installation of the concrete thrust blocking unless otherwise approved. 3.12 CONCRETE PIPE CRADLE, ANCHOR, AND ENCASEMENT CONCRETE ENCASEMENTS NOT ALLOWED A. Install where and as shown on the Drawings. B. The pipe to be supported shall be adequately braced in both horizontal and vertical directions. C. Concrete shall be placed under pipe (around and over pipe when approved by Utility Company) in a manner which will maintain the existing sewer pipe at tine and grade. D. Pipe anchor shall be installed just down slope of nearest pipe joint at the approximate spacing indicated on the Drawings. 3.13 POLYETHYLENE WRAP A. All pipe, fittings, valves, etc. shall be polyethylene wrapped. B. Pipe shall be wrapped using polyethylene tube, cut approximately 2 feet longer than the 33 11 00 - 16 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES length of the pipe. C. Enough of the film shall be left bunched up, accordion fashion, at each end of a length of pipe to overlap the adjoining pipe about 1 foot. D. To make the overlap joint, pull the film over the bell of the pipe, fold around the adjacent spigot and wrap with three or more circumferential turns of 2-inch wide plastic adhesive tape to seal the tube of film to be piped. The tube on the adjacent pipe shall then be pulled over the first wrap on the pipe bell and sealed in place behind the bell using three or more circumferential turns of the 2-inch plastic adhesive tape. E. Fold -over excess material at the top of the pipe and hold the folded material in place by means of 6-inch strips of the 2-inch wide plastic adhesive tape at intervals of about 3 feet along the pipe barrel. F. Fittings, valves, hydrants, etc., shall be hand Nvrapped, using polyethylene film held in place with plastic adhesive tape. I . Bends, reducers and offsets can be wrapped with the polyethylene tube in the same manner as pipe. 2. Valves can be «rapped by bringing the tube wrap on the adjacent pipe over the bells or flanges of the valve and sealing with adhesive tape. The valve bodies are then wrapped with a flat sheet of the film passed under the valve bottom and brought up around the body to the stem and fastened in place with adhesive tape. 3. Hydrants can be wrapped with polyethylene tube slipped over the hydrant to encase the hydrant fi-om the lead -in -valve to the ground level of the hydrant. To provide drainage of the hydrant, it is necessary to cut a small hole in the film and insert a short pipe nipple to drain the water to the soil outside the film wrap. 4. All service lines shall be polyethylene wrapped from the main to the curb box. G. All fittings that require concrete backing shall be completely wrapped prior to pouring the concrete backing block. 3.15 DETECTABLE UTILITY MARKING TAPE A. A continuous length of electronically detectable marker tape shall be installed in accordance with the trenching details and/or manufacturer's recommendations. Tape shall be installed for all underground waterlines without exception. B. Tracer Wire: Required for non-metallic pipes. Use direct burial, 600V rated, 10 AWG Copper wire. Exterior insulating color: Blue. 3.16 SERVICE LINE CONNECTIONS A. Service line connections shall be made into the water main with a tapping saddle only. The drilling machine sliall be in first class condition with a sharp drill used at all times. Tapping depth shall allow two to three threads exposed when the tap is in place. B. Service line connections curb stops, and curb boxes shall be installed in accordance with good water works practice with a minimum of forty-two (42) inches of cover. Service line connections extend service from the corporation stop to the curb stop. 33 11 00 - 17 Water Distribution Piping t1't3 #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES C. Service line excavation shall be in accordance with Section 312310. Bedding around the service line shall be free of stones and shall consist of select or fine aggregate materials in accordance with Section 3 123 10. D. For service connections requiring the crossing of a paved State, County, or Township road, the Contractor shall accomplisli the road crossing by the jacking/drilling. Jacking/drilling for service connections shall be in accordance with acceptable water works practice. Services noted to be jacked shall only be open cut if rock or an obstruction is or will be encountered. E. Service line location shall be determined in advance of mainline construction by the Contractor. The Contractor shall coordinate the service line location required by the property owner. The service line locations shown on the Drawings are only approximate. The Contractor shall set a properly marked stake at the property line of the owner to be serviced. The service line location shall normally follow the most direct route from the mainline to the property line. 3.17 HYDROSTATIC TESTING A. Where any section of a water line is provided with concrete thrust blocking, hydrostatic tests shall not be made until at least 7 days after installation of the concrete thrust blocking unless otherwise approved. The method proposed for disposal of waste water from hydrostatic tests and disinfection shall be submitted to the Owner for review prior to performing hydrostatic tests. The water required for one hydrostatic test shall be provided by the Owner. Subsequent test water shall be purchased by the Contractor at no expense to the Owner. All testing shall be witnessed by the Owner. The Contractor shall provide temporary thrust restraint at the ends of piping to prevent pipe or joint damage, separation, or movement resulting from the internal pipe pressure developed during testing. B. Pressure Test: 1. After the pipe is laid, the joints completed, and the trench partially backfrlled leaving the joints exposed for examination, the newly laid piping or any valved section of piping shall, unless otherwise specified, be subjected for- 2 hours to a hydrostatic pressure test. 2. Pressure testing shall be conducted in accordance with AWWA C600-87. 3. Each valve, if existing between testing points (valves), shall be opened and closed several times duringthe test. Exposed pipe, joints, fittings, valves, and hydrants shall be carefully examined during the partially open trench test. Joints showing visible leakage shall be replaced or remade. Cracked or defective pipe, joints, fittings, valves or hydrants discovered in consequence of this pressure test shall be removed and replaced with sound material, and the test shall be repeated until the test results are satisfactory. 4. The requirement for the joints to remain exposed for the hydrostatic tests may be waived by the Owner when one or more of the following conditions is encountered: a. Wet or unstable soil conditions in the trench. b. Compliance would require maintaining barricades and walkway around and across an open trench in a heavily used area that Would require continuous surveillance to assure safe conditions. 33 11 00 - 18 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES C. The Contractor requests from the O\,vner permission to backfill the trench prior to testing with the understanding that the Owner may request re - excavation at no additional cost to the Owner. C. Leakage Test: Leakage test shall be conducted in accordance with AWWA C600-87 after the pressure tests have been satisfactorily completed. No piping installation Nvill be accepted until the leakage is less than the number of gallons per hour as determined by this formula (from AWWA C600-87, Sec. 4). L = 0.000007507 NDX In which L equals the allowable leakage in gallons per hour; N is the length in feet of pipeline tested; D is the nominal diameter of the pipe in inches; and X is the square root of the average test pressure during the leakage test, in psig gage. Should any test of pipe disclose leakage greater than that specified, the defective joints shall be located and repaired until the leakage is within the specified allowance, without additional cost to the Owner. All visible leaks are to be repaired regardless of the amount of leakage. D. Time for Making Test. Except for joint material setting or where concrete thrust blocking necessitates a 7-day delay, pipelines jointed with rubber gaskets, mechanical or push -on Joints, or couplings may be subjected to hydrostatic pressure, inspected, and tested for leakage at any time after partial completion of bacicfill. E. Concurrent Hydrostatic Tests. The Contractor may elect to conduct the hydrostatic tests using either or both of the following procedures. Regardless of the sequence of tests employed, the results of pressure tests, leakage test, and disinfection shall be satisfactory as specified, All replacement, repair, or retesting required shall be accomplished by the Contractor at no additional cost to the Owner. l . Pressure Test and Leakage Test may be conducted concurrently. 2. Hydrostatic Tests and Disinfection may be conducted concurrently, using the water treated for disinfection to accomplish the hydrostatic tests. If the water is lost when treating for disinfection and air is admitted to the unit being tested, or if any repair procedure results in contamination of the unit, disinfection shall be re -accomplished by the Contractor at no additional cost. 3.18 DISINFECTION A. Description: Disinfection shall be conducted on the water supply system in general conformance with AWWA C651-86 and P.W.S.A rules and regulations. B. Treated water shall be retained in the pipe long enough to destroy all non spore formijig bacteria. This period should be at least 48 hours and preferably longer, as may be directed by the Owner. After the chlorine -tested N-vater has been retained for the required time, the chlorine residual at the pipe extremities and at other representative points should be at least 25 ppm. C. Following disinfection, all treated water shall be thoroughly flushed from the newly laid pipe line at its extremities until replacement water throughout its length shall, upon test, 331100-19 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES show a residual chlorine content of not more than 0.5 ppm. D. Upon attainment of a 0.5 ppm chlorine residual reading, the Contractor shall collect and transport three (3) water samples to an approved laboratory where they shall be analyzed for coliform bacteria. Should the waterline be over 1,000 feet in length, the Contractor shall be required to obtain three (3) water samples for analysis at each point of not more than 1,000 feet apart. The analytical results shall indicate that all samples were completely free of coliform bacteria. A complete Nwritten analysis report shall be provided to the Owner in accordance with Division 1 requirements: Coliform Densities Date cord Hour Samples Collected Date and Hoar- Scanples Tested Anctly iccd Illethod Employed E. Should the initial treatment fail to result in the conditions specified in the above paragraphs, disinfection procedure shall be repeated, at no additional cost to the Owner, until such results are obtained and are satisfactory in the opinion of the Owner. F. All expenses and costs incurred in carrying out the specified disinfection work including disinfectants, suitable disposal of chlorinated test water, test equipment and laboratory testing shall be included in the cost of installing the waterlines. G. The Owner reserves the right to direct the Contractor to provide material and labor as is necessary to channel the discharge of flushing water, disinfection solution and testing water to a drainage structure if, in the opinion of the Owner, the unrestricted discharge of said liquids causes an undesirable or hazardous condition. 3.19 PAINT A. Exterior alkyd enamel, flat black, shall be used on aboveground PVC risers and other designated water main appurtenances. Contractor shall provide paint sample prior to execution of painting. B. For BFP assembly: Use field primer and color paint by one of the following manufacturers: 1. Porter/Int, 284 U-Primer/2410 Alkyd Gloss 2. Koppers, Pug Primer/Glarnortex 501 Enamel 3. Tnemec, 37-77 Chem-Prime/Tnemec-Gloss 4. Glidden, Alkyd Ind. Enamel/ Alkyd Ind. Enamel C. For BFP assembly: Paint color as noted on plans or otherwise as follows: Domestic: Blue Fire: Red Irrigation: Green (if using Potable) Reclaim: Pantone Purple 522C 33 11 00 - 20 Water Distribution Piping ITB 922-001 Ocoee wellness Park OCOEE WELLNESS PAI2I- SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES D. Paint after the system has been cleared for use. Avoid painting the threads, gauges and tamper switches. Avoid painting mechanism that would prevent adequate operation and maintenance of the assembly. 3.20 CLEANUP A. Upon completion of the installation of the water lines and appurtenances, all debris and surplus materials resulting from the \vork shall be removed. END OF SECTION 33 1100 33 11 00 - 21 Water Distribution Piping ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES SECTION 33 4100 — STORM DRAINAGE PIPING AND STRUCTURES PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. B. Trenching, Backfilling and Compacting: Section 312310. C. Cast in Place Concrete: Section 03 30 00. 1.2 SECTION SUMMARY A. Storm drainage pipe. B. Catch basins. C. Manholes. D. Alteration of existing storm drainage structures. E. Special System Components. 1.3 QUALITY ASSURANCE A. Tests and inspections: 1. Required tests: a. Conduct leakage tests subsequent to alignment inspections and prior to flows being allowed in the line. b. Test entire system for exfiltration in the presence of Owner. Limit leak- age to 200-gal. per in. of pipe dia. per mile of length per 24-hr. Actual duration of test will be 4-hr. C. Limit leakage to stated maximum limit, except that an allowance of an additional 10% of gallonage will be allowed for each additional 2-ft. of head over a basic 2-ft. minimum above pipe soffits. d. Contractor shall be responsible to pay for leakage tests and required re- pairs and reconstruction. B. Requirements of regulatory agencies: In addition to complying with other legal require- ments, comply with FDOT Standard Specifications for Road and Bridge Construction. C. Reference specifications and standards: AASHTO T180 - Standard Specification for Moisture -Density Relations of Soils Using a 4.54-kg (10-1b) Ranuner and a 457-min (I 8-in.) Drop. AASHTO: M198 Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible Watertight Gaskets ASTM: A48 Gray Iron Castings. ASTM: A74 Cast Iron Soil Pipe and Fittings. ASTM: C14 Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe. 33 41 00 - 1 Storm Drainage Piping and Structures ITB 822-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES ASTM: C76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. ASTM: C94 Ready -Mix Concrete. ASTM: C150 Portland Cement. ASTM: C443 Joints for Circular Concrete Sevver and Culvert Pipe, Using Rubber Gas- kets. ASTM C506 - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe, ASTM C507 - Elliptical Culverts. ASTM: C478 Precast Reinforced Concrete Manhole Sections. ASTM: C923 Resilient Connectors between Reinforced Concrete Manhole Structures, Pipes and Laterals. ASTM: D1248 Polyethylene Plastics Molding and Extrusion Materials. ASTM: D1784 Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. ASTM: D2122 Determining Dimension of Thermoplastic Pipe and Fittings. ASTM: D2321 Underground Installation of Thermoplastic for Sewers and Other Gravity Flow Applications. ASTM: D2412 Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. ASTM: D3034 Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. ASTM: D3212 Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. ASTM: F477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe. ASTM: F794 Standard Specification for PVC Ribbed Gravity Sewer Pipe. ASTM: F949 Standard Specification for PVC Corrugated Sewer Pipe with Smooth Inte- rior and Fittings. ANSI/AWWA: C105/A21.5 Polyethylene Encasement for Ductile -Iron Piping for Water and Other Liquids. ANSI/AWWA: Cl I I/A21.11 Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. ANSI/AWWA: CI50/A21.50 Thickness Design of Ductile -Iron Pipe. ANSI/AWWA: C151/A21.51 Ductile -Iron Pipe, Centrifugally Cast for Water or Other Liquids. FDOT: Standard Specifications for Road and Bridge Construction. Fed. Spec, SS-S-210a Preformed Plastic Sealing Compound for Expansion ,Joints and Pipe Joints. D. Allowable tolerances for manhole frames: 3341 00 - 2 Storm Drainage Piping and Structures ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES Horizontal location: Within ±3-inches, in any direction, of horizontal location indicated on Drawings. 2. Vertical alignment: Not greater than 1/8 in. maximum tolerance for 6 ft. of depth. 1.4 SUBMITTALS A. Procedure: In accordance with Section 01 33 00. B. Product data: Manufacturer's detailed technical materials, fabrication, and installation da- ta, including technical bulletins, drawings, guides, and manuals, as applicable to the Nvork of this Project. C. Certifications: Manufacturer's certification that pipe and fittings have been inspected and tested at the point of origin, and are in compliance with specified requirements. D. Miscellaneous Manufacturer's Installation or Maintenance Instructions: Submit special procedures required or recommended for the products specified. E. As -Built Data: Accurately record actual locations of pipe runs, connections, and invert el- evations. Furnish data in a format compliant to the permitting office and the project engi- neer's requirements. PART 2 — PRODUCTS 2.1 MATERIALS A. Pipe and fittings: Ia. Smooth PVC - Polyvinyl chloride (PVC) pipe and fittings for lines 4" to 10-in. diameters. Conform to ASTM D3034, SDR 35 or SDR 26. PVC (Plastic). All pipes to comply with FDOT Section 430 and 948. a. Manufacture pipe from approved, Type 1, Grade 1, PVC 12454-C con- forming to ASTM D1784 and meeting requirements of ASTM D2122 and ASTM D2412. b. Pipe shall have integral wall thickened bells or extruded couplings with gasket seals. Solvent Nveld joints will not be permitted. C. Pipe joints shall be gasket push -on type complying with ASTM D3212 and ASTM F477. d. Pipe shall be UL/FM approved. e. Fittings shall conform to same specifications as pipe in which they are to be installed. 1 b. Ribbed PVC - Polyvinyl chloride (PVC) pipe and fittings for lines 12-in. to 48- in. diameters: Conform to ASTM F949 and AASHTO M278. All pipes to corn - ply with FDOT Section 948. a. All pipes resins shall contain a minimum of 1.5% by weight of titanium dioxide for UV protection. b. All pipe Must have a minimum of 46-PSI pipe stiffness per ASTM F949. C. All pipe must have integral bell "water -tight" joints per ASTM D3212. 334100-3 Storm Drainage Piping and Structures ITT #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES 2. Reinforced concrete pipe (RCP) for pipe diameters 18 in. and larger. All pipes to comply with FDOT Section 430 and 941. a. Tongue and groove, conforming to ASTM C76 or ASTM C 655 for the class of pipe specified and with D-loads as indicated on Drawings. b. Joint seals: Rubber gaskets conforming to ASTM C443. C. Acceptable manufacturers: (1) Manufacturers capable of furnishing indicated sizes with respective D-loads. (2) Provide minimum of Class III per AASHTO M170 D-Load rating 1.111- less otherwise specified in plans. 3. Ductile iron pipe and fittings. a. Pipe shall conform to ANSI/AWWA C151/A21.51 and have a minimum tensile strength of 60,000 psi with a minimum yield strength of 42,000 psi. b. Pipe thickness shall be in accord with Table 50.12, ANSI/AWWA C 150/A21.50, Class 50. C. Pipe shall be supplied in lengths not exceeding nominal 20 ft., single gasket, push -on joints (American Fastite or Owner -approved equivalent) conforming to ANSI/AWWA Cl 1 1/A21.1 1. d. Pipe shall have a minimum 1 mil bituminous coating on pipe exterior in accord with ANSI/AWWA C151/A21.51. e. Polyethylene encasement, where required, shall be in accord with ANSI/AWWA C105/21.51. Polyethylene tubing shall conform to ASTM D1248. f. Acceptable manufacturers: (1) U.S. Pipe. (2) American. (3) Clow. 4. Cast iron soil pipe and fittings. All pipes to comply with FDOT Section 430 and 946. Conform to ASTM A74, service weight bell and spigot pipe with the fol- lowing acceptable gasket types: a. Dual Tite. b. Rich -Seal. C. Ty -Seal. 5. Helically corrugated steel pipe (CMP) or corrugated steel pipe arch (CMPA) pipe. All pipes to comply with FDOT Section 430 and 943. a. Galvanized and bituminous coated, conforming to FDOT Section 943. b. Joint seals: (1) Metal hands and neoprene or rubber gaskets in accord with FDOT Section 430-8.1.2 or 430-8.1.3. (2) 1 in. x 3 in. continuous closed cell neoprene gasket on each end section of pipe, secured with a metal bank. 6a. Corrugated Aluminum Pipe conforming to AASHTO M 196 and AASHTO M 197 for arched pipe. All pipes to comply with FDOT Section 430 and 945. a. Joint Seal - IVletal bands to match pipe type and gauge. 6b. Corrugated Steel Pipe - Aluminum -Coated (Type 2) conforming to AASHTO M 274. a. Joint Seal - Metal bands to match pipe type and gauge. 33 41 00 - 4 Storm Drainage Piping and Structures Y B 022-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES B. Precast concrete manhole sections: Precast manhole base sections, barrel sections, eccen- tric or concentric cone sections. Grade rings shall conform to ASTM C478. 1. Concrete for manhole sections shall be Class A concrete with a compressive strength of 4000 psi at 28 days and conforming to ASTM C94, using ASTM C 150 Type II Portland cement. 2. Cure manhole sections by an approved method for a minimum of 4 days prior to painting or coating and do not ship for a minimum of 3 days after having been painted or coated. Do not ship manhole sections for a minimum of 7 days after removal from forms. 3. Clearly mark or impress date of manufacture of manhole sections and name or trademark of manufacturer on exterior of each precast section when form is re- moved, and on interior after section has been painted. 4. Cast precast manhole sections with tongue and groove joints, and seal with RamnekTM Preformed Plastic Gasket by the Henry Company Sealants Division, Houston, TX or Owner -approved equivalent. Joint gasket shall meet or exceed all requirements of Fed. Spec. SS-S-210a, Type 1 and AASHTO M198, Type B. Do not use rubber ring manhole joint seals. 5. Acceptable manufacturers: a. Atlantic Precast Concrete, Inc., Sarasota, FL. b. Mack Concrete Industries, Inc., Apopka, FL. C. Southern Precast, Inc., Alachua, FL. d. Taylor Precast, Inc., Deland, FL. 6. Shallow or flat top manholes, where depth of cover is less than 4 ft., shall have vertical walls with a flat precast top slab. Precast top slab shall be capable of supporting overburden plus a live load equivalent to H-20 loading in accord with AASHTO Specifications for Highway Bridges. 7. Precast manhole sections shall have a wall thickness conforming to ASTM C478. 8. Manhole base sections shall not be less than 8 in. thick concrete, with steel rein- forcing bars. 9. Precast concrete shall be wet cast. Do not use dry casting or low slump concrete. 10. Precast concrete grade rings for manhole adjustment shall conform to ASTM C478. Grade rings shall be a minimum of 2 in. thick, a maximum of 5 in. thick, and be reinforced with No. 6 gauge or thicker reinforcing wire. Do not use brick for manhole adjustment. l L Pipe penetrations into manhole walls shall be precast or corebored by mechanical means. Do not use concrete chisels or hand tools. 12. Manholes shall be precast units with integral slab and lower ring. Cast -in -place base slab with precast ring walls shall not be approved, except at junctions with existing storm sewers, where saddle manholes are specified, or at locations as di- rected by Owner. 13. Do not use penetrating lifting holes in any structure. Where nonpenetrating lift- ing holes are approved, their use will not be permitted within 8 in. of joint or pipe penetration. 14. Where pipes enter or exit manholes, a neoprene rubber connector shall be used to provide a resilient watertight connection for the penetration into manhole. Wa- tertight resilient manhole connectors shall conform to ASTM C923. 33 41 00 - 5 Storm Drainage Piping and Structures ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES a. Resilient connector shall be Kor-N-Seal molded neoprene boot byNational P011Ll- tion Control Systems, Inc. of Nashua, NH or A-Lok resilient pipe connector by A-Lok Products, Inc. of Tullytown, PA, or Owner -approved equivalent. b. Resilient pipe connectors shall be supplied and installed by manufacturer of pre- cast products. C. Manhole frame, cover, and adjustment rings: Gray iron castings conforming to ASTM A48 Class 30 and ASTN/l C478. Frames and covers shall be traffic bearing and capable of supporting H-20 load- ings in accord with AASHTO Specifications for Highway Bridges. Manhole frame, cover, and adjustment rings shall be as indicated on Drawings. Concrete in -fill manhole covers, as indicated on Drawings. 2.2 BEDDING AND COVER MATERIALS A. Conform to requirements in Section 31 23 10. B. Geotextile: The materials to be used shall meet the requirements of the FDOT Standard Specification for Road and Bridge Construction, Section 985 and FDOT Standard Index 199, as applicable. PART 3 — EXECUTION 3.1 INSTALLATION/PERFORMANCE A. Excavating, trenching, backfiIIing, and compacting: Iu accord with Section 312310, B. Setting manholes: Carefully place precast manhole base section on prepared foundation so as to be fully and uniformly supported in true alignment, ensuring that penetrating pipes can be installed at proper line and grade. a. Handle precast manhole units by lifting rings only. b. Place and adjust first precast section to true grade and alignment. Install inlet pipes to form an integral watertight unit. Uniformly support sec- tions upon base structure, and without any bearing directly on penetrat- ing pipes. C. Place and align precast manholes to provide required horizontal locations and vertical elevations indicated oil Drawings. Installed manhole shall be rigid, true to dimensions and alignment, and watertight. Fully bed manhole frame and cover in mortar, with precast concrete grade rings placed bet,veen manhole cone and manhole frame. a. Precast concrete grade rings shall conform to specifications for precast concrete sections as designated in ASTM C478. b. Precast concrete grade rings shall have a minimum depth of 2 in. and a maximum depth of 5 in. C. Precast concrete grade rings shall not be used for more than 19 in. of ver- tical adjustment. 33d100-6 Storm Drainage Piping and Structures ITB #22-001 Ocoee Wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES C. Pipe laying: Lay pipe as indicated on Drawings, as specified herein, and in compliance with applicable portions of ASTM D2321, 1. Grade trench bottom to indicated elevation of pipeline and shape bottom to fit lower quadrant of pipe. Excavate holes at each bell hub such that pipe will be uniformly supported along entire length of barrel only. 2. Pipe installation and jointing shall be in accord with pipe manufacturer's specifi- cations and instructions for type of pipe used, and applicable requirements speci- fied herein. Any pipe having a defective joint, bell, or spigot is unacceptable, shall be rejected, removed from site, and replaced with an acceptable unit. 3. Commence pipe laying in finished trench at lowest point, or from a point desig- nated by Owner, and lay upgrade from point of connection with bell ends for- ward. 4. Install pipe to homing mark on spigot. On field cut pipe, provide a homing mark on spigot end in accord with manufacturer's recommendations. 5. Maintain pipe alignment and joint closure until sufficient haunching and backfill is in place to adequately hold pipe in position. 6. Prevent foreign materials from entering pipe Nvhile it is being placed in trench. Do not place debris, tools, articles of clothing, or other materials in pipe at any time. 7. As each length of pipe is placed in trench, assemble joints and bring pipe to in- tended line and grade. Bed and secure pipe in place. 8. When pipe laying is delayed for 10 min. or more, close open ends of pipe using a watertight plug or other approved means to ensure that absolute cleanliness is maintained inside pipe. 9. At penetrations of manhole and similar structures, smoothly cut penetrating ends of pipe parallel to interior surface of structure. Maximum interior protrusion of pipe shall be the minimum necessary for proper sealing of pipe connection to structure. Use resilient connector when indicated on Drawings. D. Pipe jointing: 1. Pipe installation and jointing shall be in accord with pipe manufacturer's specifi- cations and instructions for type of pipe used and applicable requirements speci- fied herein. 2. Ensure that interior of pipe and jointing seal is free of sand, dirt, trash, or other foreign materials before installation. Remove, clean, and re -lay pipe or fittings that have been installed containing dirt or other deleterious material. Extreme care shall be taken to keep bells of pipe free from sand, dirt, or rocks so that joints may be properly assembled without overstressing bells. 3. Reinforced concrete pipe: a. Rubber gaskets: (1) At all joints, except at penetrations of manhole and similar struc- tures. (2) Immediately prior to joining pipe sections, lubricate rubber gas- kets using Owner -approved lubricant. b. Mortar joints: At all joints that fail initial leakage tests. (1) Pipe larger than 27 in. dia.: Iner and outer surfaces of joints. (2) Pipe 27 in. and less dia.: Outer surfaces of joints only. 334100-7 Storm Drainage Piping and Structures ITB #22-001 Ocoee wellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES C. Wrap Joints: (1) Wrap with filter fabric per FDOT 430-7.3.2.7 3.2 FIELD QUALITY CONTROL A. Refer to Section 312310 for Trench Compaction Requirements, B. Leakage: Conform to Local Agency and/or Municipal Code. Conduct initial leakage tests. Failure to pass leakage test requirements shall require mortaring suspect joints as directed by Owner and subsequent leakage retests. Continued failure to pass leakage re- tests shall require removal and reinstallation of suspect pipe sections and replacement of suspect joint seals with new gaskets. C. Storm Sewers shall be high-pressure water cleaned prior to testing. D. Mandrel testing required for plastic or metal pipes with 15-inch diameter or less. E. Exfiltration System requires visual inspection by the engineer. F. Conform to FDOT Specifications Section 430-4.8. Laser profiling test for all pipes with 48-inch diameter or smaller. Reports may be submitted in electronic media if approved by the Engineer. Provide the following: 1. Laser Profiling per FDOT Specifications Section 430-4.8. 2. Video Report: Provide a high quality DVD and recording schedule, per FDOT Specifications Section 430-4.8.1 for all pipes. 3. Mandrel Test: Perform mandrel test as instructed by the engineer or the Munici- pal Authority's representative when conditions apply per FDOT Specifications Section 430-4.8.1 and 2. G. Correct, at no additional cost to Owner, sections of piping that are deficient in material, alignment, grade, or joints. 3.3 PROTECTION OF INSTALLED CONSTRUCTION A. Protect pipe and bedding from damage or displacement until backfdling operation is in progress. END OF SECTION 33 4100 334100-8 Storm Drainage Piping and Structures ITB 422-001 Ocoee AWellness Park OCOEE WELLNESS PARK SPECIFIC TECHNICAL SPECIFICATIONS UTILITIES This page intentional left blank. 334100-9 Storm Drainage Piping and Structures ITB 422-001 Ocoee Wellness Park ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT NO: 95429-10 DATE ISSUED: April 13, 2021 PROJECT NAME: Ocoee Wellness Park A PERMIT AUTHORIZING: Minor Modification of Permit No. IND-095-95429-8 for Ocoee Wellness Park to include the construction and operation of a 7,86 - acre project as per plans received by the District on April 7, 2021, LOCATION: Section(s): 29, 27, 30, 28, Township(s): 22S Range(s): 28E 22, 20, 19, 21 Orange County Receiving Water Body: Name Class Lake Bennet III Fresh I Lake Lotta Other/Unknown ISSUED TO: City of Ocoee 150 N Lakeshore Dr Ocoee, FL 34761-2223 The permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to the permittee any property rights nor any rights or privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. PERMIT IS CONDITIONED UPON: See conditions on attached "Exhibit A", dated April 13, 2021 AUTHORIZED BY: St. Johns River Water Management District Division of Regulatory Services By: Cammie Dewey Environmental Resource Program Manager "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 96429-10 Ocoee Wellness Park DATED April 13, 2021 1.. All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. 2. A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the District staff, The permittee shall require the contractor to review the complete permit prior to beginning construction. 3. Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5, F.A.C., unless a project -specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. 4. At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the District a fully executed Form 62-330.350(1), "Construction Commencement Notice," (October 1, 2013) (http://www.flruies.org/Gateway/reference,asp?No=Ref-02505), incorporated by reference herein, indicating the expected start and completion dates. A copy of this form may be obtained from the District, as described in subsection 62- 330.010(5), F.A.C., and shall be submitted electronically or by mail to the Agency. However, for activities involving more than one acre of construction that also require a NPDES stormwater construction general permit, submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of commencement of construction under this chapter and, in such a case, submittal of Form 62-330.350(1) is not required. 5. Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. 6. Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex — "Construction Completion and Inspection Certification for Activities Associated with a Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or b. For all other activities — "As -Built Certification and Request for Conversion to Operation Phase" [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. 7. If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as -built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.4 of Volume 1) as filed with the Florida Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance Entity" [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form, if available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. 8. The permittee shall notify the District in writing of changes required by any other regulatory District that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. 9. This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. 10, Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. 11. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. 12. The permittee shall notify the District in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. 13. Upon reasonable notice to the permittee, District staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. 14. If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850) 245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with Section 872,05, F.S. For project activities subject to prior consultation with the DHR and as an alternative to the above requirements, the permittee may follow procedures for unanticipated discoveries as set forth within a cultural resources assessment survey determined complete and sufficient by DHR and included as a specific permit condition herein. 15. The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards, 16. This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource -related impacts will not be caused by the completed permit activity. If any adverse impacts result, the District will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. 17. A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. 18. This permit for construction will expire five years from the date of issuance. 19. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 20, The operation and maintenance entity shall inspect the stormwater or surface water management system once within two years after the completion of construction and every two years thereafter to determine if the system is functioning as designed and permitted. The operation and maintenance entity must maintain a record of each required inspection, including the date of the inspection, the name and contact information of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. If at any time the system is not functioning as designed and permitted, then within 30 days the entity shall submit a report electronically or in writing to the District using Form 62-330.311(1), "Operation and Maintenance Inspection Certification," describing the remedial actions taken to resolve the failure or deviation. 21. This permit does not authorize the permittee to cause any adverse impact to or "take" of state listed species and other regulated species of fish and wildlife. Compliance with state laws regulating the take of fish and wildlife is the responsibility of the owner or applicant associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions of "take" and a list of fish and wildlife species. If listed species are observed onsite, FWC staff are available to provide decision support information or assist in obtaining the appropriate FWC permits. Most marine endangered and threatened species are statutorily protected and a "take" permit cannot be issued. Requests for further information or review can be sent to FWCConservationP(anningServices@MyFWC.com. 22. The proposed project must be constructed and operated as per plans received by the District on April 7, 2021. Notice Of Rights A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code, the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka Florida 32178-1429 (4049 Reid St., Palatka, FL 32177) or by e-mail with the District Clerk at Clerk(a)sjrwmd.com, within twenty-six (26) days of the District depositing the notice of District decision in the mail (for those persons to whom the District mails actual notice), within twenty-one (21) days of the District emailing the notice of District decision (for those persons to whom the District emails actual notice), or within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice). A petition must comply with Sections 120.54(5)(b)4, and 120.569(2)(c), Florida Statutes, and Chapter 28-106, Florida Administrative Code. The District will not accept a petition sent by facsimile (fax), as explained in paragraph no. 4 below. 2. Please be advised that if you wish to dispute this District decision, mediation may be available and that choosing mediation does not affect your right to an administrative hearing. If you wish to request mediation, you must do so in a timely -filed petition. If all parties, including the District, agree to the details of the mediation procedure, in writing, within 10 days after the time period stated in the announcement for election of an administrative remedy under Sections 120.569 and 120.57, Florida Statutes, the time limitations imposed by Sections 120.669 and 120.57, Florida Statutes, shall be tolled to allow mediation of the disputed District decision. The mediation must be concluded within 60 days of the date of the parties' written agreement, or such other timeframe agreed to by the parties in writing. Any mediation agreement must include provisions for selecting a mediator, a statement that each party shall be responsible for paying its pro-rata share of the costs and fees associated with mediation, and the mediating parties' understanding regarding the confidentiality of discussions and documents introduced during mediation. If mediation results in settlement of the administrative dispute, the District will enter a final order consistent with the settlement agreement. If mediation terminates without settlement of the dispute, the District will notify all the parties in writing that the administrative hearing process under Sections 120.569 and 120.57, Florida Statutes, is resumed. Even if a party chooses not to engage in formal mediation, or if formal mediation does not result in a settlement agreement, the District will remain willing to engage in informal settlement discussions. 3. A person whose substantial interests are or may be affected has the right to an informal administrative hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must also comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code. Notice Of Rights 4. A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka, Florida during the District's regular business hours. The District's regular business hours are 8:00 a.m. — 5:00 p.m., excluding weekends and District holidays. Petitions received by the District Clerk after the District's regular business hours shall be deemed filed as of 8:00 a.m. on the District's next regular business day. The District's acceptance of petitions filed by e- mail is subject to certain conditions set forth in the District's Statement of Agency Organization and Operation (issued pursuant to Rule 28-101.001, Florida Administrative Code), which is available for viewing at sitwmd.com. These conditions include, but are not limited to, the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District. Further, pursuant to the District's Statement of Agency Organization and Operation, attempting to file a petition by facsimile is prohibited and shall not constitute filing. 5. Failure to file a petition for an administrative hearing within the requisite timeframe shall constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, Florida Administrative Code). 6. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, Chapter 28-106, Florida Administrative Code, and Rule 40C-1.1007, Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means the District's final action may be different from the position taken by it in this notice. A person whose substantial interests are or may be affected by the District's final action has the right to become a party to the proceeding, in accordance with the requirements set forth above. 7. Pursuant to Section 120.68, Florida Statutes, a party to the proceeding before the District who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, within 30 days of the rendering of the final District action. 8. A District action is considered rendered, as referred to in paragraph no. 7 above, after it is signed on behalf of the District and filed by the District Clerk. 9. Failure to observe the relevant timeframes for filing a petition for judicial review as described in paragraph no. 7 above will result in waiver of that right to review. NOR. Decisio n. DOC.001 Revised 12.7.11 NOTICING INFORMATION Please be advised that the St. Johns River Water Management District will not publish a notice in the newspaper advising the public that it has issued a permit for this project. Newspaper publication, using the District's notice form, notifies members of the public of their right to challenge the issuance of the permit. If proper notice is given by newspaper publication, then there is a 21-day time limit for someone to file a petition for an administrative hearing to challenge the issuance of the permit. To close the point of entry for filing a petition, you may publish (at your own expense) a one- time notice of the District's decision in a newspaper of general circulation within the affected area as defined in Section 50,011 of the Florida Statutes. If you do not publish a newspaper notice to close the point of entry, the time to challenge the issuance of your permit will not expire and someone could file a petition even after your project is constructed. A copy of the notice form and a partial list of newspapers of general circulation are attached for your convenience. However, you are not limited to those listed newspapers. If you choose to close the point of entry and the notice is published, the newspaper will return to you an affidavit of publication. In that event, it is important that you either submit a scanned copy of the affidavit by emailing it to compliancesupporf@sjtwr77d.can (preferred method) or send a copy of the original affidavit to: Office of Business and Administrative Services 4049 Reid Street Palatka, FL 32177 If you have any questions, please contact the Office of Business and Administrative Services at (386) 329-4570. NOTICE OF AGENCY ACTION TAKEN BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Notice is given that the following permit was issued on (Name and address of applica permit# , Township water management system on The project is located in _ South, Range East. acres for The receiving water body is County, Section The permit authorizes a surface known as A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code (F.A.C.), the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters, P.O. Box 1429, Palatka FL 32178-1429 (4049 Reid St, Palatka, FL 32177) or by e-mail with the District Clerk at Clerk@sjrwmd.com, within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice). A petition must comply with Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes (F.S.), and Chapter 28-106, F.A.C. The District will not accept a petition sent by facsimile (fax). Mediation pursuant to Section 120.573, F.S., may be available and choosing mediation does not affect your right to an administrative hearing. A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka, Florida during the District's regular business hours. The District's regular business hours are 8 a.m. — 5 p.m., excluding weekends and District holidays. Petitions received by the District Clerk after the District's regular business hours shall be deemed filed as of 8 a.m. on the District's next regular business day. The District's acceptance of petitions filed by e-mail is subject to certain conditions set forth in the District's Statement of Agency Organization and Operation (issued pursuant to Rule 28-101.001, Florida Administrative Code), which is available for viewing at www.sjrwmd.com. These conditions include, but are not limited to, the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District. Further, pursuant to the District's Statement of Agency Organization and Operation, attempting to file a petition by facsimile (fax) is prohibited and shall not constitute filing. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, Chapter 28-106, Florida Administrative Code, and Rule 40C- 1.1007, Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means the District's final action may be different from the position taken by it in this notice. Failure to file a petition for an administrative hearing within the requisite time frame shall constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, F.A.C.). If you wish to do so, please visit hftp://www,sjrwmd.com/nor—dec/ to read the complete Notice of Rights to determine any legal rights you may have concerning the District's decision(s) on the permit application(s) described above. You can also request the Notice of Rights by contacting the Director of Business and Administrative Services, 4049 Reid St., Palatka, FL 32177-2529, tele. no. (386)329-4570. NEWSPAPER ADVERTISING ALACHUA The Alachua County Record, Legal Advertising P. 0, Box 806 Gainesville, FL 32602 352-377-2444/fax 352-338-1986 BRAFORD Bradford County Telegraph, Legal Advertising P. O. Drawer A Starke, FL 32901 904-964-6305/fax 904-964-8628 CLAY Clay Today, Legal Advertising 1560 Kinsley Ave., Suite 1 Orange Park, FL 32073 904-264-3200/ fax 904-264-3285 FLAGLER Flagler Tribune, c/o News Journal P. 0, Box 2831 Daytona Beach, FL 32120-2831 386- 681-2322 LAKE Daily Commercial, Legal Advertising P. 0, Drawer 490007 Leesburg, FL 34749 352-365-8235/fax 352-365-1951 NASSAU News -Leader, Legal Advertising P. 0. Box 766 Fernandina Beach, FL 32035 904-261-3696/fax 904-261-3698 ORANGE Sentinel Communications, Legal Advertising 633 N. Orange Avenue Orlando, FL 32801 407-420-5160/ fax 407-420-5011 PUTNAM Palatka Daily News, Legal Advertising P. 0. Box 777 Palatka, FL 32178 386-312-5200/ fax 386-312-5209 SEMINOLE Sanford Herald, Legal Advertising 300 North French Avenue Sanford, FL 32771 407-323-9408 BAKER Baker County Press, Legal Advertising P. 0. Box 598 Maclenny, FL 32063 904-259-2400/ fax 904-259-6502 BREVARD Florida Today, Legal Advertising P. 0. Box 419000 Melbourne, FL 32941-9000 321-242-3832/fax 321-242-6618 DUVAL Daily Record, Legal Advertising P. O. Box 1769 Jacksonville, FL 32201 904-356-2466 / fax 904-353-2628 INDIAN RIVER Treasure Coast News 760 NW Enterprise Dr. Port St. Lucie, FL 34986 772-283-5252 MARION Ocala Star Banner, Legal Advertising 2121 SW 19th Avenue Road Ocala, FL 34474 352-867-4010/fax 352-867-4126 OKEECHOBEE Okeechobee News, Legal Advertising P. 0, Box 639 Okeechobee, FL 34973-0639 863-763-3134/fax 863-763-5901 OSCEOLA Little Sentinel, Legal Advertising 633 N. Orange Avenue Orlando, FL 32801 407-420-51601 fax 407-420-5011 ST. JOHNS St. Augustine Record, Legal Advertising P. 0, Box 1630 St. Augustine, FL 32085 904-819-3439 VOLUSIA News Journal Corporation, Legal Advertising P. O. Box 2831 Daytona Beach, FL 32120-2831 (386)681-2322 LTHI � SOMMIXIM-M DATE Mayor Rusty Johnson NOTICIE OF AWARD FOR BID Commissioners Larry Brinson, Sr. ITB #22-001 Ocoee Wellness Park District 1 Notice is hereby given that your Company \vas a\warded the contract to provide COnStrUCtiOn Rosemary Wilson District 2 Services related to ITB #22-001 Ocoee Wellness Park at the 20 City + � — Con uission meeting. Richard Firstner District 3 In accordance with the terns of the Invitation to Bid, vOU Must now execute the Contract for George Oliver III the work (tvvo copies enclosed). You Hurst also provide the required performance and District 4 payment bond on the forms provided in the bid documents, insurance certificate naming the City as additional insured, and endorsements. Return all contract documents to my City Manager attention within ten (10) business days. The City will date and return a frilly executed copy Robert D. Frank of the contract to you once executed, along with your original copy of the dated bonds. Under the terms of the Invitation to Bid, this Notice of Award shall be rescinded if you do not timely provide the required contract documents. I ffective October 1, 2012, revisions to State of Florida Statute 255.05 will apply to this contract. Once you receive the fully executed contract and dated bonds from the City, you will need to record the performance and payment bonds with Orange County. You are required to provide the City with a certified copy of the recorded bonds before the Cite can issue the Notice to Proceed or make any payment for the project. Additionally, please contact to schedule the pre -construction meeting for this project. The certified copy of the recorded bonds vwill need to be provided prior to or at the pre -construction meeting. Completion dates will be established at the pre -construction meeting. Work shall begin pursuant to the effective date established by the Notice to Proceed. The City is looking forward to working with your company on this project. Sincerely, Shannon Hopper, Purchasing Technician cc: City of Ocoee o 150 N Lakeshore Drive a Ocoee, Florida 34761 Phone: (407) 905-3100 ^ fax: (407) 905-3194 - www.ocoee.org 150 N. Lakeshore Drive Ocoee, Florida 34761 DATE: (Contractor) RE: NOTICE TO PROCEED ON PROJECT Project: ITB #22-001 Ocoee Wellness Park You are notified that the Contract Time under the above contract will commence to run on , . On that date you are to start performing the Work and your other obligations under the Contract Documents. Based on the Contract Time stated in the Agreement, we calculate that the dates of Substantial Completion and Final Completion are and , respectively. Acknowledge Receipt of Notice OWNER: CITY OF OCOEE CONTRACTOR: By: (Authorized Signature) (Signature) (print or type name) CITY OF OCOEE (Title) (Date) FORM 00841 ITB #22-001 Ocoee wellness Park CITE' OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 This Change Order Requires Action by the City Commission* ITB #22-001 Ocoee Wellness Park CHANGE ORDER NO. DATE: PURCHASE ORDER: The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE $0.00 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $0.00 Net Increase (Decrease) Resulting from this CHANGE ORDER $0.00 The current CONTRACT PRICE including this CHANGE ORDER $0.00 Original CONTRACT COMPLETION DATE: Current CONTRACT COMPLETION DATE adjusted by previous CHANGE ORDERS Net Increase Resulting from this CHANGE ORDER Current CONTRACT COMPLETION DATE including this CHANGE ORDER IT13 #22-001 Ocoee wellness Park original contract date [current contract date] �numberl days new contract date I. REQUIRED CHANGES IL JUSTIFICATION III. NARRATIVE OF NEGOTIATIONS IV. PAYMENT V. APPROVAL AND CHANGE AUTHORIZATION The original project and funding allocation was established by issuance of a CITY purchase order, subject to the terms and conditions contained in the CITY's solicitation, Project Manual, Drawings, Specifications, and/or the CONTRACTOR's service and price proposal, which collectively form the terms of an agreement between the CITY and the CONTRACTOR for the performance of the Work. This proposed change to the agreement requires approval by the City Commission under the CITY's Purchasing Rules and Regulations and is consistent with any prior action by the City Commission to award the Work to the CONTRACTOR. It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original agreement other than matters expressly provided herein. CONTRACTOR acknoNv ledges, by its execution and acceptance of this Change Order, that the adjustments in contract price and time shown hereon constitute full and complete compensation and satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim for increased costs of performance or modifications of time will be granted by the CITY for the Work covered by this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the CITY arising from or relating to the matters or Work set forth or contemplated by this Change Order. [Balance of this page was left blank intentionally] Change Order # (Commission) ITB 922-001 Ocoee wellness Pack RECOMMENDED BY: CITY OF OCOEE. FLORIDA By: Signature Date: Title: APPROVED BY: CITY OF OCOEE, FLORIDA By: Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, APPROVED AS TO FORM AND LEGALITY THIS DAY OF ,20 City Attorney Change Order # (Commission) ACCEPTED BY: [contractor name] By: Signature Date: Title: Date: Attest: Melanie Sibbitt, City Clerk APPROVED BY THE CITY OF OCOEE COMMISSION IN A MEETING HELD ON , 20 UNDER AGENDA ITEM NO. I1'13 422-001 Ocoee Wellness Park TABLE I Modified Bid Item Quantities & New Bid Items Item No. Description Units Unit Price Original Quantity Revised Quantity Original Total Price Revised Total Price Difference in Price Subtotal Changes in Bid Quantities Subtotal New Pay Items Net Change in Contract Price Change Order H (Commission) ITI3 H22-001 Ocoee Wellness Park CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 *This Change Order can be authorized by the City Manager* ITB #22-001 Ocoee Wellness Park CHANGE ORDER NO. DATE: PURCHASE ORDER: The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE '0.00 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $0.00 Net Increase (Decrease) Resulting from this CHANGE ORDER $0.00 The current CONTRACT PRICE including this CHANGE ORDER $0.00 Original CONTRACT COMPLETION DATE: Current CONTRACT COMPLETION DATE adjusted by previous CHANGE ORDERS Net Increase Resulting from this CHANGE ORDER Current CONTRACT COMPLETION DATE including this CHANGE ORDER ITB #22-001 Ocoee wellness Park [original contract date] [current contract date] lnumberl days new contract date REQUIRED CHANGES II. JUSTIFICATION III. NARRATIVE OF NEGOTIATIONS IV. PAYMENT V. APPROVAL AND CHANGE AUTHORIZATION The original project and funding allocation was established by issuance of a CITY purchase order, subject to the terms and conditions contained in the CITY's solicitation, Project Manual, Drawings, Specifications, and/or the CONTRACTOR's service and price proposal, which collectively form the terms of an agreement between the CITY and the CONTRACTOR for the performance of the Work. This proposed change to the agreement requires approval by the City Manager under the CITY's Purchasing Rules and Regulations and is consistent with any action by the City Commission to award the Work to the CONTRACTOR. It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original agreement other than matters expressly provided herein. CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the adjustments in contract price and time shown hereon constitute full and complete compensation and satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim for increased costs of performance or modifications of time will be granted by the CITY for the Work covered by this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the CITY arising from or relating to the matters or Work set forth or contemplated by this Change Order. [Balance of this page was left blank intentionally] Change Order # (Manager) ITB #22-001 Ocoee wellness Park 2 RECOMMENDED BY: CITY OF OCOEE, FLORIDA By: Signature Date: Title: APPROVED BY: CITY OF OCOEE. FLORIDA By: Steve Krug, Public Works Director By: Wanda Horton, Director of Finance By: Robert D. Frank, City Manager By: Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 20_ Bv• City Attorney ACCEPTED BY: [contractor name] By: Signature Date: Title: Date: Date: Date: Date: Attest: Melanie Sibbitt, City Clerk APPROVED BY THE CITY OF OCOEE COMMISSION IN A MEETING HELD ON , 20_ UNDER AGENDA ITEM NO. Change Order # (N/lanager) ITB 422-001 Ocoee Wellness Park 3 TABLE I Modified Bid Item Quantities & New Bid Items Item No. Description Units Unit Price Original Quantity Revised Quantity Original Total Price Revised Total Price Difference in Price Subtotal Changes in Bid Quantities Subtotal New Pay Items Net Change in Contract Price Change Order # (Manager) ITB 422-001 Ocoee Wellness Paris CERTIFICATE OF SUBSTANTIAL COA/tPLETION ITB #22-001 Ocoee Wellness Park CONTRACTOR Contract For _ Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof. To And To Owner Contractor The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on (Date of Substantial Completion). A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. When this Certificate applies to a specified part of the Work the items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. FORM 00843 PIT #22-001 Ocoee wellness Park The date of Substantial Completion is the date upon which all guarantees and warranties begin, except as follow: The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities and insurance shall be as folloivs: RESPONSIBILITIES: OWNER CONTRACTOR The following documents are attached to and made a part of this Certificate: FORM 00843 ITI3 922-001 Ocoee Wellness Park Executed by ENGINEER on 120 (Engineer) m The CONTRACTOR accepts this Certificate of Substantial Completion on: 20 (Contractor) END OF SECTION FORM 00843 IT6 #22-001 Ocoee Wellness Park NON-COMPLIANCE CITY OF OCOEE NOTICE 110104.9101 150 North Lakeshore Drive O COcoee, Florida 34761 �10-id. ���� NO.: PROJECT DATA: NAME: ITB 922-001 Ocoee Wellness Par* PROJECT NO.: LOCATION: DATE: OTHER: REFERENCE.: 'I'0(C0NI'RAC'I'OR): You are hereby notified that the following work or materials does not conform to the requirements of the Contract Documents noted above. Non -complying work may be required to be removed and replaced at no cost to the Owner. Non-compliance Notice was received by Contractor on (date): It shall be your responsibility to determine the corrective action necessary, and to determine whether you wish to By: discontinue operations until additional investigation by the Owner or Engineer confirm or refute the initial findings. Title: If you should not correct non -complying work in a timely manner, or continue to perform non -comply work, the Owner may stop the Work. (GC-13.10, SC-13.11). D E S C R I P T 10 N (of non -conforming work or materials): ISSUED BY: TITLE: A T T A C H M E N T S (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2. 5, 3. 6. ❑ OWNER: ❑ CONTRACTOR: ❑ ENGINEER: ❑ FIELD: ❑ SUBCONSULTANT: ❑ OTHER: FORM 00844 ITB #22-001 Ocoee Wellness Park CITY OF OCOEE 150 North Lakeshore Drive OC 1d. Ocoee, Florida 34761 FIELD ORDER & DIRECTIVE �O" 11R0.1 E C T DATA: NAN,IEITB #22-001 Ocoee Wellness Park LOCATION: PRO.I ECT NO.: DATE: REFERENCE: OTHER: TO (CONTRACTOR): Field Order was received on (date): By: Title: You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If)'ou consider that a change in Contract Sum or Contract Time is required, please submit your itemized proposal to the Engineer immediately and before proceeding with this Work. Ifyour proposal is found to be satisfactory and in proper order, this Field Order will in that event be superseded by a Change Order. D E S C R I P T 10 N (of interpretation or change): IS SUED BY: TITLE: A T T A C H Ad E N T S (Listing of attached documents that support description): I. Contractor Request for Information No, 4. 2. 5. 3. 6. ❑ OWNER: ❑ ENGINEER: ❑ SUBCONSULTr1N'F: ❑ CONTRACTOR: ❑ FIELD: ❑ OTHER: FORM 00845 ITB #22-001 Ocoee Wellness Park Pay Estimate No. _ For Period Ending SECTION 00846 SCHEDULE OF VALUES Project: ITB 822-001 Ocoee Wellness Park Prepared by Page of A B C D E F G H I Item Description Bid Quantity Units Unit Price Bid Amount Complete Through Last Period Complete Through This Period Value of Items Completed Qty. % Qty. Subtotals 00846-1 ITB #22-001 Ocoee Wellness Park PROJECT DATA: NAME: FFB f122-001 Ocoee NVellness Park PROJECT NO: LOCATION: Si:I":71 DATE: REFERENCE: TO (CONTRACTOR): Please provide the undersigned a proposal for the following change in the work within seven (7) calendar days after receipt of this request. The written proposal must clearly delineate the scope of the proposed change in the work providing an itemized estimate of the time and all material and labor (by trade), subcontract and overhead costs and fees. Any amount claimed for subcontracts must be similarly supported. DESCRIPTION of change in work: Change Order Type: Constraints of Change: Deletion I Addition ❑ Revision C' Other: ( ) Initialed by: i i Changes in Owner Requirements I Unforeseen Conditions i' Others: ( ) Proposal must be received by: ATTACHMENTS (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2. Plan Revisions: 5. 3. 6. i OWNER: ENGINEER: CONSTRUCTION ADMINISTRATOR: SUBCONSULTANT: CONTRACTOR: FIELD: OTHER: Date Received From Contractor: Date Returned to Contractor With Comments: Date Returned to City: FORN4 00847-1 rrB #22-001 Ocoee Wellness Park ection B: To be completed by City after receipt of Proposal from Contractor PRICING INFORMATION: Method of Pricing: A. I Established Contract Unit Price(s) B. ] Negotiated Unit Price(s) (including Overhead and Profit) C. _] Negotiated Lump Sum (including Overhead and Profit) D. -i Actual Cost of Work plus Fixed Percent for Overhead and Profit E. -i A combination of A, B, C, D DESCRIPTION OF WORK: I By General Contractor I By Subcontractor ITEM OF WORK QUANTITY PRICE TOTAL Attach additional pages it necessary. NET TOTAL COST OF THIS CHANGE PROPOSAL $ EXTENSION OF CONTRACT TIME: As part of this Change Proposal the Contractor requests an extension of the contract time in the amount of additional days. Provide thorough documentation in support of the request for additional time: A requirement of this Change Proposal will be to provide record drawing information for all of the affected items of work RECOMMENDATION BY ENGINEER/CONSTRUCTION ADMINISTRATOR: Comments: Signature of Engineer/Construction Administrator: ACCEPTANCE BY OWNER: Comments: Signature: Date: Date: I, of agree to the costs and terms of ITB (Nan,) (Company) (No.) this day of 2014 (day) month) (year) FORM 00847-2 ITB #22-001 Ocoee Wellness Park SECTION 00848 CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 DAILY CONSTRUCTION REPORT Day of PR0JECTDATA. NAME: PROJ ECT NO.: DATE: LOCATION: O'rHER: REFERENCE: I. TIME (24 HR. CLOCK) TEMP. RANGE NVork Started: AM: Work Stopped: PM: PRECIPITATION Type: Duration: WEATHER ❑ Sonny ❑ Overcast ❑ Cloudy ❑ Windy GROUND CONDITIONS ❑ Dry ❑ Saturated ❑ Wet ❑ Frozen 2. RECORD OF LABOR CONTRACTOR TYPE NO. HRS. CONTRACTOR TYPE NO. HRS, 3. EQUIPMENT CONTRACTOR TYPE MODEL HRS. USE 4. MATERIAL RECEIVED RECEIVED BY TYPE QUANTITY SUPPLIER USE ❑ OWNER: ❑ ENGINEER: ❑ SUBCONSULTANT: ❑ CONTRACTOR: ❑ FIELD: ❑ OTHER: 00848-1 ITB #22-001 Ocoee Wellness Park 5. DESCRIPTION OF WORK PERFORMED: 6. DELAYS TO NVORK: 7. DISCUSSIONS AND/OR INSTRUCTIONS: NAME SUBJECT R.F.I.# FIELD ORDER# S. VISITORS TO SITE: NAME TITLE REPRESENTING DISCUSSION 9. TEST RECORD: "TYPE NO. RESULTS PERFORMED BY ATTACH ADDITIONAL S HEETIF NECESSARY TO CLARIFY REPORT Submitted By: Date: / / 00848-2 I'm #22-001 Ocoee Wellness Park SECTION 00861 APPLICATION AND CERTIFICATE FOR PAYMENT FORM Application No. Progress Payment Final Payment P.O. No.: Contractor: Contract Date: Application Date: City Project Nos.: Project Name: ITB 422-001 Ocoee Wellness Park Construction Start Date: For Period Endi❑ End Date: Construction Days —Total: Elapsed: Remaining: l . Original Contract Amount 2. Sum of Approved Change Orders to Date (from Table) 3. Current Contract Amount (Sun of Lines 1 and 2) 4. Total of Prior Pay Applications (including retainage) 5. Amount of this Pay Application (including retainage; from Bid Item Quantity Spreadsheet) 6. Total Earned to Date (Sum of Lines 4 and 5) 7. Total of Payments Made by City to Date 8. Retainage Held from Prior Pay Applications 9. Retainage to Be Held in this Pay Application 10. Total Retainage Held to Date (Sun of Lines 8 and 9) 11. Total Earned to Date less Retainage (Line 6 minus Line 10) 12. Total Earned less Retainage for this Pay Application (Line 5 minus Line 9) 13. Total Amount to Be Paid by City for this Application (Line 1 I minus Line 7) Approved Change Orders Change Order No. Date Approved by City Rate Accepted by Contractor Total Change in Contract Price Total (Write in Line 2, above) 00861-1 1TB H22-001 Ocoee wellness Park Contractor's Certification The undersigned Contractor hereby swears under penalty of pet jury that (1) all previous progress payments received from the Owner on account of Work performed under the contract referred to above have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive (not applicable for first application.); and (2) all materials and equipment incorporated in said Project or otherNvise listed in or covered by this Application for Payment are free and clear of all liens, claims, security interest and encumbrances; (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents. Dated 20 IC COUNTY OF STATE OF (Contractor) (Name) (Title) Before me on this day of , 20, by means of ❑ physical presence or ❑ online notarization, personally appeared , known to me, who being duly sworn, deposes and says that be/she is the of the Contractor above mentioned; that he/she executed the above Application for Payment and statement on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. Notary Public My Commission Expires, Payment shoNvn on Line 13 is recommended by City's Resident Project Representative and authorized by the Owner: Representative's Authorized Signature Owner's Authorized Signature Title Date: Date: 00861-2 ITB #22-001 Ocoee wellness Park CONTRACTOR'S FINAL RELEASE OF LIEN Before me the undersigned authority in said County and State, appeared who, being first duly sworn, deposes and says that he is of , a company and/or corporation authorized to do business under the laws of Florida, which is the Contractor on the Contract described as: dated the day of , 20 that the said deponent is duly authorized to make this affidavit by resolution of the Board of Directors of said company and/or corporation; that deponent knows of his own knowledge that said Contract has been complied Nvith in every particular by said Contractor and that all parts of the work have been approved by the Owner's Engineers; that there are no bills remaining unpaid for labor, material, or otherwise, in connection Nvith said Contract and work, and that there are no suits pending against the undersigned as Contractor or anyone in connection with the Nvork done and materials furnished or otherwise under said Contract. Deponent further says that the final estimate which has been submitted to the owner simultaneously with the making of the affidavit constitutes all claims and demands against the Owner on account of said Contract or otherwise, and the acceptance of the swn specified in said final estimate will operate as a full and final release and discharge of the Owner from any further claims, demands or compensation by Contractor under the above Contract. Deponent further agrees that all guarantees under this Contract shall be in full force from the date of this release as spelled out in the Contract Documents. Sworn to and subscribed to before me this day of . 20 Notary Public My Commission Expires We, the having heretofore executed a Performance Bond for the above -mentioned Contractor covered Project and Section as described above in the SUM of dollars ($ ) hereby agree that the Owner may make full payment of the final estimate, including the retained percentage, to said Contractor. It is fully understood that the granting of the right to the Owner to make payment of the final estimate to said Contractor and/or his assigns, shall in no way relieve the surety company of its obligations under its bond, as set forth in the Specifications, Contact and Bond pertaining to the above Project. FORM 00863 ITB 922-001 Ocoee Wellness Park IN WITNESS WHEREOF, the has caused this instrument to be executed on its behalf by its and/or its duly authorized attorney in fact, and its corporate seal to be hereunto affixed, all of this day of , A.D., 20 Surety Company Attorney in Fact (Power of Attorney must be attached if executed by Attorney in Fact) STATE OF FLORIDA COUNTY OF Before me the undersigned authority, personally appeared to me well known as the person described in and who executed the foregoing instrument in the name of and/or purpose therein expressed and that he had due and legal authority to execute the same on behalf of said a corporation. By means of ❑ physical presence or ❑ online notarization, IN WITNESS WHEREOF, I have hereunto set my hand and official seal at this day of 20 Notary Public END OF SECTION FORM 00863 ITB #22-001 Ocoee Wellness Park Owner: ON of Ocoee Contractor: Owner's Project No.: Contractor's Project No.: 0113 rut ,.l" Specification No.: Project: =RETURNED Contractor's Submittal No.: Resubmittal Yes No ITEIM NO RESUBMITTAL NO. NO. COPIES VENDOR DESCRIPTION ENGINEER'S ACTION ACTION CODE (As defined in the General Conditions) A APPROVED AN APPROVED AS NOTED AN/R APPROVED AS NOTED NOTED, RESUBMIT SPECIFIED ITEMS NA/R NOT APPROVED/REVISE AND RESUBMIT (DO NOT ORDER OR FABRICATE UNTIL APPROVED) SUBMITTED BY: Contractor DINE: ENGINEERS COMMENTS: Distribution a Contractor ® Owner ® ARIL Office ® NIL Subconsultant ® NIL Field Discipline Review: Copies Copies Reviewed By Copies Copies Discipline Review: Copies Reviewed By Project Manager END OF SECTION FORM 00864 ITB 422-001 Ocoee Wellness Park Date Date Date Agreement Title: City Contract No.: TO: CONTRACTOR: Project Manager: A joint inspection of the Work described in the Contract Documents has been made by the Owner, the Owner's Engineer and the Contractor on (date) in accordance with the General Requirements, and is accepted by the Owner, and subject to the provisions of Article 13.07 of the Standard General Conditions of the Construction Contract or as otherwise agreed upon and attached. Accepted by: CONTRACTOR By: ENGINEER By: Approved: OWNER: Date: Date: Date: Date: FORM 00865 ITB #22-001 Ocoee wellness Park 1XV4,wo', OCO(>(-> Florida CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 CONTRACTOR'S REQUEST FOR INFORMATION No.: PROJECT DATA: NAME:: IT11 922-001 Ocoee NVellness Park LOCATION: PROJECT NO.: DATE: REFERENCE: OTHER: QUESTION: BY: DATE: REPLY: BY: DATE: 0 OWNER: El ENGINEER: 0 SUBCONSULTANTT: EICONTRACTOR: 0 FIELD: 0 OTHER: FORM 00868 IT13 822-001 Ocoee IN'cllness Park This Instrument Prepared By: Name Address WAIVER AND RELEASE OF LIEN UPON FINIAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $ , hereby Nvaives and releases its lien and right to claim a lien for labor, services or materials furnished through 20 to (customer) on the job of (owner of property) to the following described property: WITNESS my hand and seal this day of Lienor's Name Address By Printed Name Sworn to and subscribed before me by to me or produced oath, this day of presence or ❑ online notarization. Signature of Notary Printed Name of Notary _ Commission No./Expiration 20 who is personally known as identification, and who did take an , 20 . By means of ❑ physical FORM 00879 ITB H22-001 Ocoee Wellness Park SEAL: This Instrument Prepared By: Name Address The undersigned lienor, in consideration of the sum of $ , hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through 20 , to (customer) on the job of (owner of property) to the folloNving described property: This waiver and release does not cover any retention or labor, services, or materials furnished after the date specified. WITNESS my hand and seal this day of 20 Lienor's Name Address By Printed Name Sworn to and subscribed before me by to me or produced oath, this day of presence or ❑ online notarization. Signature of Notary Printed Name of Notary Commission No./Expiration who is personally known as identification, and who did take an 20 . By means of ❑ physical FORM 00881 I'm #22-001 Ocoee wellness Park SEAL: STATE OF FLORIDA, COUNTY OF BEFORE ME, the undersigned authority, acknowledgments, personally appeared deposes and says: duly authorized to administer oaths and take who being duly sworn, 1. He is the (title) of (name of business) hereinafter referred to as "Contractor." 2. At all times material hereto, Contractor has been doing business in County, Florida. 3. This Affidavit is made pursuant to Section 713.06(3)(d)(1), Florida Statutes, for the purpose of acknowledging full and final payment to the Contractor for work done and materials supplied on real property described as: (property description) 4. That all lienors engaged by the Contractor to perform or provide labor, services and/or materials under the contract between Contractor and the owner of the above -described property have been paid in fill, except as follows: Name/Address Amount Due Name/Address Amount Due FURTHER AFFIANT SAYETH NOT. (Signature of Contractor) Sworn to and subscribed before me by who is personally known to me or produced as identification, and who did take an oath, this day of 20 By means of ❑ physical presence or ❑ online notarization. Signature of Notary Printed Name of Notary Commission No./Expiration SEAL: FORM 00883 ITB #22-001 Ocoee wellness Park CONTRACTOR'S INTERIM AFFIDAVIT STATE OF FLORIDA, COUNTY OF BEFORE ME, the undersigned authority, acknowledgments, personally appeared deposes and says: duly authorized to administer oaths and take who being duly sworn, 1. He is the (title) of business) hereinafter referred to as "Contractor." 2. At all times material hereto, Contractor has been doing business in County, Florida. (name of 3. This Affidavit is made pursuant to Section 713.06(3)(c)(1), Florida Statutes, for the purpose of acknowledging full payment to the Contractor for work done and materials supplied through , 20 , on real property described as: (property description) 4. That all lienors engaged by the Contractor to perform or provide labor, services and/or materials under the contract between Contractor and the owner of the above -described property have been paid in full for all wort: done or materials supplied through 20 except as follows: Name/Address Amount Due Name/Address Amount Due FURTHER AFFIANT SAYETH NOT. (Signature of Contractor) Sworn to and subscribed before me by me or produced day of Signature of Notary Printed Name of Notary Commission No./Expiration who is personally known to as identification, and who did take an oath, this 20 FORAM 00885 ITB 922-001 Ocoee wellness Park SEAL: w0 O 5 w0 r w O €w §o ewa bo .,,. 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