The URL can be used to link to this page

Backup Documents 03/22/2022 Item #16K5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 K 5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. ** ROUTING SLIP** Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office SRT/MB 3.25.2022 4. BCC Office Board of County WM by MB 3.25.2022 Commissioners �s 5. Minutes and Records Clerk of Court's Office 31.2K5rn4 0',4'T PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above may need to contact staff for additional or missing information. Name of Primary Staff Phone Number Contact/Department Agenda Date Item was 3.22.2022.. Agenda Item Number 16.K.5 Approved by the BCC Type of Document(s) Interlocal Agreement✓ � Number of Original 1 Attached Documents Attached PO number or account number if document is 2 2T► to be recorded ✓W1 Li VJ INSTRUCTIONS-Si CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature?Stamp OK N/A 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legality. (All documents to be signed by SRT/MB the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney.) 4. All handwritten strike-through and revisions have been initialed by the County Attorney N/A Office and all other parties except the BCC Chairman and the Clerk to the Board. 5. The Chairman's signature line date has been entered as the date of BCC approval of the N/A document or the fmal negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's MB signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is uploaded to the agenda. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 12/14/21 and all changes made during SRT/MB the meeting have been incorporated in the attached document. The County Attorney Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the SRT/MB BCC,all changes directed by the BCC have been made,and the document is ready for the Chairman's signature. 2 /, I e'l �/1'ai S 9iF1w pay ys 1-a /dad;Soy►. I>:r ei Ca lft Covr�ftr �, o�a✓ I:Forms/County Forms/BCC Forms/Original1- Documents Routing Slip WWS Original 9.03.04;Revised 1.26.05;2.24.05;11/30/12;4/22/16;9/10/21 1 6 K 5 Ann P. Jennejohn From: Ann P.Jennejohn Sent: Monday, April 4, 2022 9:22 AM To: taylor_I Subject: Interlocal Agreement w/City of Naples (Item #16K5 3-22-22 BCC Meeting) Attachments: Item #16K5 3-22-22 (Interlocal Agreement w_City of Naples).pdf Good Morning Lisa, Please see a copy of the (recorded) Interlocal Agreement between Collier County and the City of Naples, approved by the 13CC ovt March 22, 2022 (Itewt #16K5). The second page attached is a receipt for the recording charges involved. Thank you. Ann Jenne,jotin 13MR Senior Deputy Clerk II ur4/r Clerk to the Value Adjustment Board Office: 23q-252-8406 Fax: 23q-252-8408 (if applicable) Ann.Jennejohn@CollierClerk.cow .,, Office of the Clerk of the Circuit Court k`'"-N';� & Comptroller of Collier County 32gq Tavniawti Trail, Suite #401 Naples, FL 34112-5324 www.CollierClerk.cowt i 16K5 INTERLOCAL AGREEMENT ACKNOWLEDGING THE CITY OF NAPLES' RELINQUISHMENT OF COUNTY FUNDS COMMITTED AND APPROPRIATED TOWARDS THE CITY'S GENERAL CONSTRUCTION COSTS ON PHASE 1 OF THE WEST GOODLETTE-FRANK ROAD AREA JOINT STORMWATER AND SANITARY SEWER IMPROVEMENTS PROJECT PROJECT: West Goodlette-Frank Road Area Joint Stormwater and Sanitary Sewer Improvements—Phase 1 THIS INTERLOCAL AGREEMENT is made, entered into and effective as of the 22nd day of March 2022,by and between Collier County a political subdivision of the State of Florida, (the "County") and the City of Naples,Florida, a Florida municipal corporation(the"City"). WITNESSETH WHEREAS,the County and the City entered into an Interlocal Agreement to undertake a joint project (the "Project") to address the County's need to undertake roadside stormwater improvements on various streets located south of Pine Ridge Road between Goodlette-Frank Road and US-41 and the City's need to undertake improvements to its water and wastewater utility infrastructure located adjacent to those streets; and WHEREAS,on November 10,2017,an Interlocal Agreement(the"Agreement")executed by the County and the City was recorded in the Public Records by the Clerk of the Circuit Court at OR 5332,PG 3607,which apportioned the respective Parties' duties and responsibilities for the Project; and WHEREAS, on April 24, 2018, the Parties entered into a First Amendment to the Agreement,which is recorded at OR 5506,PG 1711,to provide greater specificity regarding their respective duties and responsibilities under the Agreement to allow for the most efficient, economical, and cooperative relationship to complete the Project; and WHEREAS, at the July 10, 2018 (Agenda Item 11G.), meeting of the Collier County Board of County Commissioners (the `Board") the Board accepted and approved its staff's recommendations for the County to assume a portion of the City's engineering design costs in a sum not to exceed $313,000.00, and to appropriate an additional $300,000.00 of County project funds to subsidize a portion of the City's general construction costs on this important joint project, which benefits both agencies and the citizens of Collier County; and WHEREAS,the Project became the subject of pre-suit litigation(the"Dispute"),with the County,the City,the Parties' Design Engineer Q. Grady Minor and Associates,P.A.,engaging in extensive settlement discussions with the Contractor,WPM-Southern, LLC, which culminated in two protracted days of mediation with a recommended resolution subject to the approval of the agencies' governing bodies; and INSTR 6227026 OR 6104 PG 727 RECORDED 3/28/2022 5:02 PM PAGES 136 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA 1 REC$1,157.50 16K5 WHEREAS,the County has already remitted and satisfied its aforementioned agreement to satisfy the above stated portion of the City's engineering design costs; and WHEREAS, the City as part of its consideration to resolve the Dispute agrees to forego reimbursement from the County in the entire amount of the $300,000.00 in funds that the County had previously committed to contribute towards the City's general construction costs of the Project by a formal vote at its July 10,2018,meeting; and WHEREAS, the Parties wish to enter into this Interlocal Agreement to memorialize the City's agreement to: (a) acknowledge and recognize receipt for all monies previously committed by the County toward the City's portion of the engineering design costs on the Project, and (b) relinquish any further request for reimbursement of the $300,000.00 in funds that the County previously directed staff to appropriate toward the City's general construction costs on this important joint project as part of the City's satisfaction of the settlement of the Dispute. NOW,THEREFORE,for and in consideration of the mutual premises set forth above and the covenants, obligations, duties, and benefits herein set forth,the County and the City agree as follows: 1. The above recitals are incorporated into this Interlocal Agreement as if fully set forth herein. 2. The City formally acknowledges and recognizes receipt of all moneys previously committed by the County towards the City's portion of the engineering design costs on the Project. 3. The City agrees to relinquish requesting reimbursement of the additional $300,000.00 of County project funds that the County previously directed staff to appropriate to subsidize a portion of the City's general construction costs on this Project, as satisfaction of the City's contribution to the settlement of the Dispute . IN WITNESS WHEREOF, the parties hereto have caused this to Interlocal Agreement to be executed by their appropriate officials,effective as of the date first above written. 2 16Kb AS TO THE COUNTY: ATTEST: Crystal K. Kinzel, COLLIER COUNTY, FLORIDA Compt Land Clerk of Courts 3 6-1- By. � � 11 �C? C . By: ..�_�. 4 ,, suty Clerk Wi,,-am L.McDaniel, Chairman stratcroson Approved as to form and legality: Scott . Teach Deputy County Attorney 3 Sr` e 1 6 K 5 AS TO THE CITY OF NAPLES: -- ....„ / ,,t;1“ft,„. ,• \\CITY OF NA La ,F 0' o • : rt p• , (..17 . . •' .10:4..dif :----city c 'Tarawa- -. •.::: , • • - , ,•)..t .4,*• • / - , -,.p f '., .1.-44, .,e. .r..,L,... RI cikv4 l-fCeloe- Vivt-ItAlor '-., .• ;•:: . ,.. w.1.- 1,-,, '.64,4,,,,•. „ ,- ,., - 0.k Approved as to form and legal sufficiency: Rag g000k.s, 51, City Attorney(Vose Law Firm) 4 16K5 MEDIATED SETTLEMENT AGREEMENT AND MUTUAL RELEASE This Settlement Agreement and Mutual Release ("Agreement") is made and entered into this 4th day of March 2022, between the Board of County Commissioners of Collier County, Florida ("County"), the City of Naples, Florida ("City"), Q. Grady Minor and Associates, P.A. ("QGM"), and WPM-Southern, LLC ("WPM"), collectively referred to as the "Parties" or individually as "Party." WHEREAS, disputes have arisen between the Parties related to the construction of the West Goodlette-Frank Road Area Joint Stoiniwater-Sewer Project, Invitation to Bid No. 18-7322 (the"Project"); and WHEREAS, WPM has submitted two claims seeking additional monies on the Project, which are attached hereto as Exhibit"A" and Exhibit"B" (the"Claims"); and WHEREAS, the Parties deny liability to one another for WPM's Claims; and WHEREAS,the Parties to this Agreement wish to fully settle and resolve all existing and potential disputes pertaining to WPM's Claims; NOW, THEREFORE, in consideration of each and all of the mutual covenants, promises and considerations set forth herein,the sufficiency of which is hereby acknowledged by the Parties, the Parties do hereby agree as follows: 1. Incorporation by reference. The Parties agree to adopt and incorporate the foregoing recitals, sometimes referred to as "Whereas clauses,"by reference into this Agreement as though fully rewritten herein. 2. Non-admission of liability. It is understood and agreed that this Agreement is the compromise of disputed claims, and that any payment made hereunder is not to be construed as an 128092448.7 0 16Kb admission of liability,fault or responsibility as to any claims or allegations on the part of any party, which liability is and has been expressly denied. 3. Settlement Payment. In consideration of the Releases set forth below,the County, the City, and QGM collectively agree to pay to WPM a total of $700,000.00 (the "Settlement Amount") in resolution of WPM's Claims, and WPM agrees to forfeit its right to payment of any sums in addition to the Settlement Amount or the amounts already paid by the County and the City to WPM for said Claims. Payment of the Settlement Amount shall be made as follows: (i) the County pays $525,000.00, and(ii) QGM pays $175,000.00. All payments shall be made by check or wire transfer payable to "WPM-Southern, LLC" and addressed to its counsel using the following infoiniation: Check: WPM-Southern, LLC c/o Michael F. Kayusa,P.A. P.O. Box 2237 Fort Myers, FL 33902 Wire: WIRING INSTRUCTIONS INTO MICFiAEL F.KAYUSA,TRUST ACCOUNT DOMESTIC To:BB&T-Florida ABA Routing No.263191387 for further credit-to:Micfwel F Kayusa,Trust Account Account No.1100001939597 INTERNATIONAL-SWIFT CODE: BRBTUS33 8B&T 4959 S.Cleveland Ave. Fort Myers,FL 33907 Phone#239.415-7566 WPM waives and releases any and all claims to any other compensation for any amounts previously owed or alleged to be owed by the County,the City, or QGM related to WPM's Claims - 2 - 128092448.7 • 16K5 or WPM's work on the Project, except for the amounts sought by WPM in its outstanding applications for payment (the "Remaining Pay Apps") to the County and the City, which are attached hereto as Composite Exhibit"C." The Parties acknowledge that the Settlement Amount is being paid to WPM as a compromise and in consideration for the settlement of WPM's Claims. 4. Completion of the Work and Correction of Deficiencies. WPM agrees to (i) remobilize its construction forces within ten (10) days after WPM's receipt of payment pursuant to payment applications number 25 and 26, which are included in Composite Exhibit "C" to this Agreement, (ii) use all commercially reasonable efforts to complete all remaining Work (as the term"Work"is defined under the Parties' construction contract) on the Project, and(iii)work with the County, the City, and QGM in good faith to develop repair protocols and correct and/or complete all defective, deficient, and/or incomplete items in WPM's Work on the Project in accordance with the terms of the"Remaining Work Addendum," attached hereto as Exhibit"D." If the City or County must short-pay WPM (i.e., pay less than the full amount requested) for payment application 25 or 26 due to WPM's failure to provide documentation supporting the amounts requested in said payment applications, such a short-pay shall not relieve WPM of its duty to remobilize its construction forces and complete all remaining Work under this Section 4 of the Agreement. 5. Payment of WPM's Subcontractors WPM shall use the monies received from the Settlement Amount under this Agreement, or monies received from the Remaining Pay Apps,whichever WPM receives first,to pay any and all outstanding amounts owed by WPM to its subcontractors, sub-subcontractors, material suppliers, laborers, or similar persons or entities who performed work on the Project within seven (7) days after WPM receives such funds. Payments by WPM under this Section 5 are a material condition - 3 - I 128092448.7 1 6 K 5 of this Agreement and, but for WPM's agreeance to make such payments hereunder, the County, the City, and QGM would not enter into this Agreement. 6. Releases. Each Party, on behalf of itself, and its past, present and future attorneys, agents, servants, contractors, subcontractors, suppliers,representatives,insurers, successors in interest, and assigns of all of them,shall release and forever discharge every other Party to this Agreement,its affiliates, subsidiaries, related companies, predecessors, successors and/or assigns, subcontractors or affiliates, employees, former employees, agents, attorneys, officers, directors, principals, shareholders, and members from any and all claims of whatever nature or description, whether now known or arising in the future, and whether arising from contract, indemnity, warranty, express or implied,in contract or tort,relating to WPM's Claims. However,this Release excludes any latent defects in WPM's existing Work (as that tem" "Work" is defined under the Parties' construction contract),or remaining incomplete Work as defined in Section 4(ii)above,or repaired and corrective work as identified in Section 4(iii) above. 7. Voluntary Execution/Role of Legal Counsel. The Parties acknowledge that this Agreement is freely and voluntarily executed, that the Parties have been apprised of all relevant infoiuiation concerning this Agreement, and that the Parties have had the opportunity to consult with and receive the advice of legal counsel in entering into this Agreement. In executing this Agreement, the Parties acknowledge that they do not rely on any inducements, promises, or representations other than those contain herein. In this regard, the Parties acknowledge that this Agreement is the product of mutual negotiation and no doubtful or ambiguous provision that may exist in this Agreement is to be construed against any of the Parties based upon a claim that one of - 4 - 128092448.7 16K5 the Parties drafted the Agreement, or that the language of the Agreement was intended to favor one of the Parties. 8. Governing law. This Agreement shall be deemed to have been made and to be perfou ned, and shall be interpreted, construed and enforced, in accordance with the laws of the State of Florida. 9. Complete Agreement. The Parties acknowledge that in deciding to execute this Agreement and then in executing this Agreement, they have not relied upon any agreement, statement, or representation that is not specifically set forth herein, that this Agreement contains the entire agreement between the Parties hereto regarding the resolution of their disputes and WPM's Claims, and that the teaus of the Agreement are contractual and not mere recitals. 10. Modifications. This Agreement cannot be amended,modified or amplified except by agreement and written document,which is signed by all Parties hereto. No oral statement made by any person shall operate to modify this Agreement in any manner or otherwise affect its teuuls and provisions. 11. Severability. In the event that any term or provision of this Agreement is deemed unenforceable or unlawful for any reason, the remainder of the Agreement shall be deemed enforceable and in effect. 12. Enforceability. This Agreement is effective and binding upon the Parties as of the date it is executed on behalf of the County, on behalf of the City, on behalf of QGM, and on behalf of WPM (the "Effective Date"), and is subject only to the Board of County Commissioners of Collier County, Florida approving the Agreement and necessary budget amendments at its duly noticed meeting of March 22, 2022, and the approval of the City Council of the City of Naples, Florida, at its duly noticed meeting of March 23, 2022. - 5 - 128092448.7 16K5 13. Non-Waiver. The failure of any party to enforce at any time any of the provisions of this Agreement shall not constitute a waiver of any such provisions. 14. Authority to Bind. The signatories hereto each warrant and represent that they have the requisite authority to enter into this Agreement on behalf of the respective party, and this Agreement is subject only to the Board of County Commissioners of Collier County, Florida approving the Agreement and necessary budget amendments at its duly noticed meeting of March 22, 2022, and the approval of the City Council of the City of Naples, Florida, at its duly noticed meeting of March 23, 2022. 15. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which shall collectively constitute one and the same original instrument, and each of the Parties may execute this Agreement by signing any such counterpart. This Space Intentionally Left Blank - 6 - 128092448.7 16K IN WITNESS WHEREOF,the undersigned hereby execute this Agreement on the date(s) set forth below. MEDIATOR Board of County Commissioners of Collier County.Florida By: Jim Nulman Its:Date: yyll it ll lLV A City of Naples,Florida By: ,/ Yam- Date: iletrc ti..a.)..Z WPM-Southern,LLC By: Its: Date: •. Grad`.I1I" Associates P.A. By: ,". ' inor, P.E. Its: -+ • ident Date: ' ?� \t4VL OT1' ,.7 128092448 7 16K5 IN WITNESS WHEREOF,the undersigned hereby execute this Agreement on the date(s) set forth below. MEDIATOR Board of County Commissioners of Collier County.Florida By: Jim Nulman Its: Date: 1 Mei, (/ ga9,2 City of Naples.Florida B 'f t Its: L/ -. .t r e.) ' re,,, Date: q-1''e- 1 7 A-0).: WPM-Southern.LLC By: [t President 3-9-22 Date: O. Grady Minor and Associates, P.A. By: Its: Date: -7 - 12S092448 7 16K5 AS TO THE COUNTY: ATTEST: Crystal K. Kinzel, COLLIER COUNTY, FLORIDA Comptroller and Clerk of Courts Bar: a �� • By: _ __..�► uty Clerk Wi% L.McDaniel, Chairman Attest as to ainasni signature oa* Approved as to form and legality: Sre.svi\ Scott R. Teach Deputy County Attorney li il - 8 - 16K5 AS TO THE CITY OF NAPLES: C OF NAP A ') _IJt4t) By: j?Y Clerk I�, '7.O , •.. . µ; I � ��VI'M MU"' s +' . , fir;. Approved as to form and legal sufficiency: Ralf Brookes, Esq. City Attorney (Vose Law Firm) - 9- 16K5 EXHIBIT A 16K5 iif_ ' C "73Tr�it./G?lC7J7 Date Created: 5/11/2021 To: Robert Wiley From: Joe Leoni Collier County Growth Management Division WPM-Southern LLC 2685 S,Horseshoe dr,STE 103 4391 Colonial Blvd.,Suite 105 Naples,FL 34104 Fort Myers,FL 33966 Project: West Goodlette Frank Road Storm-Sewer Improvements Job: 18-46 Subject: Pay Item Overage&Time Extension Premiums Affected Contract Time: TBD DAYS Scope of Work Description This request is for the unit price cost of pay item quantity overage exceeding 125%as per project bid instruction section 11.1 negotiations and additional MOT and Mobilization for the project for added scope,disruption and extension. COST DESCRIPTION(from detail page 2,if applicable) LABOR MATERIAL EQUIP SUB TOTALS TOTAL LABOR COSTS $0.00 $0.00 TOTAL MATERIAL COSTS $0.00 $0.00 TOTAL EQUIPMENT COSTS $0.00 $0.00 TOTAL SUBCONTRACTOR COSTS $0.00 $0.00 SUBTOTALS $0.00 $0.00 $0.00 $0.00 $0.00 SALES TAX 7.0% $0.00 $0.00 LABOR BURDEN 37.5% $0.00 $0.00 OH&P ON DIRECT LABOR 10.0% $0.00 $0.00 OH&P ON MATERIALS 10.0% $0.00 $0.00 OH&P ON EQUIPMENT 10.0% $0.00 $0.00 OH&P ON SUBCONTRACTS 15.0% $0.00 $0.00 SUBTOTALS $0.00 $0.00 $0.00 $0.00 $0.00 UNIT PRICES Item# Description Quantity UOM Unit Price Totals 1 General Conditions(OH Extension per FDOT 4-3.2.1,Par 4b) 257 DAY $1,574.80 $404,723.60 1.2 MOT(Pay Item 1.2) 257 DAY $1,456.29 $374,266.53 1.7a Increased Unit Cost Road Restoration Add-Stabilized Subgrade 50534 SY $5.27 $266,314.18 1.8a Increased Unit Cost Road Restoration Add-Limerock Base 6" 42249 SY $4.43 $187,163.07 1.9a Increased Unit Cost Road Restoration Add-2-1/2"Asphalt(2 lifts) 40240 SY $1.69 $68,005.60 I I I 1 $0.00 SUBTOTAL' $1,300,472.98I Estimate Subtotal $0.00 Unit Price Subtotal $1,300,472.98 Markup 10.0% $130,047.30 Bond 1.0% $14,305.20 REQUEST FOR CHANGE ORDER TOTAL $1,444,825.48 CAO 16K5 WPM Request for Equitable Adjustment Summary WPM seeks resolution of three issues on the West Goodlette Frank Road Storm Sewer Improvement Project. We provide a concise summary of each issue below. These are: 1. For Adjustment of Unit prices for unforeseen additional scope; excess road restoration quantities 2. Time Extension a. Road restoration work delay b. Change Order 2 and 4 c. RFI 34 d. 10th Street Storm Drain; and 3. Unforeseen additional maintenance of traffic and mobilization costs resulting from the Owner's order to stop work/expanded scope. 1. Unit Prices for Excess Road Restoration Quantities The bid documents prepared by the Owner's Engineer grossly mischaracterized the subgrade that would need to be stabilized for the road restoration portion of the work. As a result, quantities not only exceeded the estimate by more than 125 percent, WPM was forced to spend significantly more time trucking and materials to perform these Contract items because the nature of this additional Work was NOT what was described on the bid documents. The Engineer's mischaracterization of the quantities is not in dispute. Grady Minor has acknowledged its mistake, and a comparison of the estimated and actual quantities for these items illustrates its magnitude: Item Bid Actual Percent No. Description Unit Quantity Quantity Variation 1.7 Road Restoration-Stabilized Subgrade SY 35,000 50,534 +44% 1.8 Road Restoration-Limerock Base(6-inch) SY 30,000 42,249 +41% 1.9 Road Restoration — 2 ''A inch Asphalt (two SY 29,000 41,380 +39% lifts) The change in the scope of the Work is also not in dispute. The bid documents prepared by Grady Minor failed to accurately describe the conditions found in the field and the existing roads were not built to, or even near, FDOT nor county/city current standards. Had the roads been built to these requirements,WPM would have been able to reuse base material,since reuse of base material is a standard practice. However,the bid documents were erroneous. As a result, WPM was forced to export more of the existing subgrade and import more stabilized subgrade than the bid documents described. This substantially increased the amount of trucking WPM was forced to provide. WPM was also forced to perform more maintenance on the subgrade that remained in 16K5 place, which added a labor component to the activity that was not foreseeable in the bidding documents. Please note, those costs were NOT included in WPM's stabilization overruns. In addition, the road should also have been appropriately represented on both sets of soil borings, which would have eliminated the Grady Minor Design error at bid time. In sum, all agree WPM was forced to add significantly more trucking and material to perform the road restoration contract items because the activities necessary to do the road restoration work differed in quality, as well as quantity, from the description in the Bidding Documents. In this situation,the Contract Documents require the Owner to pay WPM the actual cost to perform the work, rather than the unit price submitted with the bid. First, Section 11.1 of the General Bid Instructions, incorporated by reference as a Contract Document,permits the parties to re-negotiate the unit prices,"where the actual quantity varies by more than twenty-five percent(25%)from the estimate at the time of the bid." While renegotiation of unit prices is discretionary, Florida law requires a party to act in good faith when exercising such discretion. Thus the Owner has an obligation to revisit the unit prices. Second, Section 10.4 of the General Terms and Conditions contemplates compensation for changes on a "reasonable actual" cost —which is the most fair way to pay for work when a rate cannot be agreed upon. The provision says, "In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit." Thus the Owner's obligation is pay the reasonable and actual cost of the changed work. WPM provided timely notice of the increase in quantities and of the increase in the per-unit cost of the work due to the additional trucking. And, as stated above, the Engineer acknowledged its mistake in describing them. Nevertheless, in August of 2020, the Owner refused to pay for any road restoration work items that exceeded the original estimate, refused to negotiate a change in the unit price, and refused to issue a change order authorizing additional road restoration work unless WPM waive its claim for the additional cost of performing it. This brought work to a halt. WPM was told by the Engineer not to proceed with work without an executed change order (see page 42, 41). The schedule impact of the Owner's refusal to pay for road restoration work is described below. The actual cost of the road restoration work items themselves — stabilize subgrade, limerock subbase, and asphalt paving—is attached behind the narrative shown as attachment 1-A to 1-C. The Owner bases its refusal to pay the actual cost of the road restoration work on two arguments, both erroneous. First,the Owner mistakenly argues WPM failed to provide notice of a claim. In fact, WPM provided notice of the change in quantity and character of the road restoration work as early as August 19, 2020, months before the estimated quantities were exceeded. Second, the Owner mistakenly objects to paying the actual cost because the Owner mistakenly believes it exceeds rates paid on other FDOT and Collier County projects. In fact, the FDOT rates relied upon by the Owner do not apply to the commercial collector roads and residential streets that this project entailed. More importantly, the rates on other FDOT and Collier County projects are not 2 16K5 for similar work because they do not include the undercutting and haul-off that WPM was forced to perform on this job. Because the nature of the work is so different, they are not an apples-to- apples comparison. In sum, everyone agrees the road restoration quantities exceed 125 percent of the Engineer's estimate, an error for which the Engineer has taken responsibility. This error both changed the character of the work and increased its volume. In this situation, the Contract requires the Owner to pay the actual cost of the work. 2. Time Extension WPM is entitled to a contract time extension as a result of(1)the 140-day suspension of roadway stabilization work during the period in which the Owner suspended this critical path activity; (2) the events described on Change Orders 2 and 4, which added 76 and 4 days to the schedule, respectively; (3) the delays in the engineer's answer to RFI 34, which caused a 23-day delay to critical path work on 10th Street; and(4)the revisions to the design of the storm water drain on 10th street,which added 14 days to the critical path. While other events also impacted progress on the project, these are the most significant and are the events we believe the parties should focus on during settlement discussions. a. Roadway Stabilization Suspension. The Owner is solely responsible for this delay. The time extension associated with the suspension of roadway stabilization work is easily demonstrated. As stated above,the Engineer mischaracterized ground conditions associated with the roadway stabilization work, and WPM exceeded the engineer's estimate of the quantity of it. On August 19, 2020 (see page 39), WPM informed Grady Minor of the overrun on the roadway items. (See Tab 3 for email correspondence.) On August 25,2020 (see page 38), WPM had come to an agreement on the overrun quantity but was directed by Grady Minor not to continue until we could agree to the premium amount since the items had exceeded 125%. On September 23, 2020 the County rejected WPM's pay application and informed WPM that it would not pay for any work above the engineer's estimate, forcing WPM continue with their work stoppage. On the same day, the Owner issued a work directive to WPM that purported to command WPM to continue the road restoration work. However, this work directive was ineffective because the Owner was also refusing to pay for the undisputed portion of the work that was the subject of the directive. This violated the Contract. Section 4.11 of the general terms and conditions requires WPM to perform work that is in dispute, but only if the Owner continues to pay the undisputed portion. Section 4.11 says: Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 3 16145 Thus the Owner's work directive was invalid. Unfortunately, the Owner was also insisting WPM waive its claim for the additional road restoration costs,which violated the Contract as well. When a dispute arises, Sections 4.11 and 11.3 of the general conditions require the Contractor and Owner to maintain progress on the job by preserving their rights to resolve the dispute. The contractor continues the work, the owner continues to pay undisputed amounts, and the parties agree to disagree until the job is finished. But here the Owner refused to issue a change order for the additional road restoration quantities unless WPM waive its claim for a unit price adjustment. Not only was the Owner violating the contract by refusing to pay the undisputed value of the work,the Owner added language to its Proposed Change Order making it impossible for WPM to sign,since the language would waive WPM's rights to claim the additional costs associated with the roadway. Roadway stabilization was the controlling activity on WPM's schedule. While WPM was able to work elsewhere,the suspension of this activity extended the project's critical path for the duration of the suspension. WPM was not released to resume work on this activity until the County resumed paying (at the original unit price) through Unilateral Change Order 3 on January 12, 2021. Thus roadway stabilization work was suspended for a period of 140 days. This critical path delay is documented by WPM's schedule dated March 31,2021,which demonstrates roadway stabilization as critical. As stated above, the Owner is responsible for this delay. The measurement and payment section of the Contract Documents says WPM will be paid for each of the three road restoration work items to the quantity "actually placed as field measured and shown on as-built drawings." Nevertheless, the Owner refused to pay anything beyond the Engineer's estimate unless WPM signed a change order that waived WPM's claim for the additional cost of these work items. By adopting this position,the Owner also breached section 11.3 of the General Conditions,which says "Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim." WPM showed this contact language to the Owner's representative multiple times and notified the Owner of the impact its position was having on the project. But the Owner still refused to pay for road restoration work and still continued to demand a release of WPM's claim in its proposed Change Order, all the way through January 12, 2021. Simply put, the Owner has no excuse. b. Change Orders 2 and 4. The 76 and 4-day time extensions associated with Change Orders 2 and 4 are uncontroversial, as the periods have already been agreed upon. c. RFI 34. The 23-day time extension for delays in the response to RFI 34 is summarized in WPM's Request for Change Order No. 34. Briefly, the answer to this RFI came 23 days beyond the 30-day RFI response deadline set by the contract documents. WPM's crews were unable to make headway on 10th Street as a result, an impact which also affected work on intersecting streets. The Owner is responsible for the delays caused by the Engineer's failure to answer this RFI in a timely manner, and WPM is entitled to a time extension as a result. d. 10th Street Storm Drain Revisions. The Engineer's revision to the storm drain system on 10th Street is also a design-related impact for which the Owner is responsible. As set 4 16K5 forth in WPM's Request for Change Order No. 38, these design changes were the result of the Engineer's failure to accurately assess site conditions and failure to identify numerous city utilities, which Sunshine 811 also failed to mark. Ultimately, some 15 structures were affected by the site condition errors, and numerous structure elevations were revised to accommodate the utility conflicts. To dodge this part of the claim, the Owner may rely on notes on drawings that purport to relieve it of responsibility for these conditions and utilities. However, Florida law does not give credence to such exculpatory clauses in situations like this,where the plans are simply wrong.See, Town of Longboat Key v Carl E. Widell & Son, 362 So2d 719 (Fla App 2 Dist, 1978)("when conditions are materially different from those contemplated by the contract, relief is not to be denied because of one or more various admonitory or exculpatory clauses such one requiring the contractor to examine the construction site.") In sum, WPM is entitled to a contract time extension of 14 days as a result of the 10th Street design revisions and utility conflicts. 3. Mobilization and Maintenance of Traffic Costs The Owner's decision to stop critical path work and its other schedule delays forced WPM to incur 257 days of additional mobilization and maintenance of traffic costs. The added MOB and MOT costs are compensable, as they result from the Owner's express direction to stop work, from the engineering errors that prompted Change Orders 2 and 4,and from the events described in Request for Change Orders 34 and 38. Section 10.4 of the general conditions governs increases in the Contract Amount for Owner-caused events. In general, this section limits compensation to the Contractor's actual additional costs, plus a factor for overhead and profit. Because the contract documents also set the base cost of mobilization as a lump sum (based on a percentage of the total contract price),reference to FDOT- allowable percentages for mobilization is an appropriate method to use when calculating amounts due under Section 10.4, since the FDOT formula is widely recognized as accurately approximating a Contractor's actual extended mobilization cost. Using the formula set forth in FDOT standard specification §4-3.2.1.4.b, the amount of additional mobilization to which WPM is entitled is $1,574.80 per day. WPM currently anticipates final completion to occur on July 10,2021. Under the FDOT formula, WPM is entitled to additional MOB costs of $404,723.60 (229 days + 28 days x $1,574.80 = $404,723.60). The contract documents also set payment for maintenance of traffic on a lump sum basis. Yet, WPM incurs cost for this work item every day, which makes compensation for extended traffic maintenance on a per-diem basis the appropriate method under Section 10.4 of the general conditions. Prorating the bid amount of$975,712.00 over the original contract time of 670 days results in a per diem amount of$1,456.29, and multiplying the per diem amount by the anticipated extended duration of traffic maintenance (257 days) results in compensable costs of$374,266.53. In sum, WPM requests $1,444,825.48 from the Owner to remedy the damages caused by the additional road restoration quantities, the Owner's project delays, and the additional MOT and MOB required for the project. 5 Attachment 1-A 1 6 K 5 8.3 Bidders will refer to the Legal Advertisement, to ascertain if attendance by all bidders at the Pre-Bid Conference is mandatory or non-mandatory. In instances where the Owner has deemed the pre-bid to be mandatory,the Bidder's failure to attend the pre-bid conference shall result in the rejection of his bid. 9. EXAMINATION OF SITE AND CONTRACT DOCUMENTS 9.1 By executing and submitting its Bid,each Bidder certifies that it has: a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; c. Become familiar with all federal,state and local laws, ordinances,rules, and regulations affecting performance of the Work;and d. Correlated all of its observations with the requirements of the Bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder,nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost;provided,however,the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid,each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents.This provision shall be subject to Section 2.3 of the General Conditions to the Agreement. 10.MATERIAL REQUIREMENTS It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule,Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non-responsive or irregular if such materials are not specifically named by Bidder. 11.BID QUANTITIES 11.1 Quantities given in the Bid Schedule,while estimated from the best information available,are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent.to the issuance of a notice to proceed;_ the Project Manager and fhe . Successful Bidder ihaIlliave the discretion to renegotiate:any unitprice(s)where the-actual:guantit varies y more than twenty-five percent`(25%T oli the estiiziate at tha time of bid.. 11.2 Alternate Bid Pricing: In the event that alternate pricing is requested,it is an expressed requirement of the bid invitation to provide pricing for all alternates as listed. The omission of a response or a no-bid or lack of a submitted price may be the basis for the rejection of the submitted bid response. 12.AWARD OF CONTRACT 12.1 Any prospective bidder who desires to protest any aspect(s)or provision(s)of the bid invitation(including the form of the bid documents or bid procedures) shall file their protest with the Procurement Director prior to the time of the bid opening strictly in accordance with Owner's then current procurement ordinance and policies. 12.2 Statement of Award:The Award of Contract shall be issued to the lowest,responsive and responsible Bidder 16 K 5 '0 � @ •q �. /� J V ®IN ± / R \ o > U ) A} ` ru g • }{ / ) : \ o. - ; \ PI I k f ) § -.1 14_ , , e LU { } j le cn ° : @aq \ S � / & % • ® CV N- \ , , , , ` § - m� q ) c } VI-NIA _„ m VI._ mmmoIA. Cd NkI ( 0 3 Il . J \ � a � kTk \Ct \ ! _ ; $ - _ / n , , \ } /\)}\} \ ƒ \ / } \ k ! ; m - \ Igl„} / i , , § aR 3`'' o \ t` ; 8 \ ; ! ° odd \E2E : ; ) _ 00 88 ) \ ` } a $ ; ! E _ _ 1.4 VI. _ in. ! / - 2 ! \ / k \ ) kp { . f ! f ~ ) Eft , ` \! ,} 1"5 }; f = 1 00 \ {) ) \)\ \\) \ j ) ] \ \ \ \ } \ } \ _1 t \ r - 2 \ 1 6 K 5 j m \k& e. / § I¥ vp } \ 2 ; ){ / ) . Q , o )} (e » co 66 66 \ ,0 v, ] - ' \` IF 0 g B> % / j\. /t \ •) N ' _ ci k ~ ; m / r j§ Cl) U ) : @ \i q k / �� 2 a1 / ! ] \ ; 2 R \ 2 w .E _ ] 2 { / \ \ \ — ( ) - < ) $ 0 . a } } § ) c c Z. }) § 2 N \ \ / ro / \ ! ; : [ a. ) \ ) / / \ \ 0 \ \ \ ) } ! a ! : I. 5 k k - ] { . $ k ° { / a - - ± E I. ; \ § \\ : \\\ ) ) 4 } ) z 4.u £ , Attachment i-ts support 1 6 K 5 L Customer No: 232472 V , Invoice No: 1315948 l✓ ik, Inv Date; 08/07/20 C(MAD'Y.LVINGTON Page: Page 1 of 2 OIa1RIHL7tlp9 AGNA COFIF^NY Customer PO: 1846-04 2328 Bellevue Ave Ext Z___,C9C N. Customer Job; 26835-W000DLETTEFRAN Daytona Beach,FL 32114 'try 14.39 1c6 f4L +5.35 WPM Southern Inc Conrad Yelvington Distributors $19.74/Ton 8127 Industrial Park Dr 2328 Bellevue Ave Ext Grand Blanc MI 48439-1866 Daytona Beach,FL 32114 ((, 4 386-257-5504 thaywood@wpmchill.com t�/{'_ PV Delivered To; W.GOODLE t I E FRANK RD • Unit Haul Haul Mail Haul Date Ticket# Product# Description QTY UM Price QTY Rate Total Total Tax Total Plant:00010 Stone-Golden Gate Quarry MATERIAL: ASTM#57 LIMESTONE/STANDARD 57 STONE 08/7/20 51189516 021470 ASTM#57 21,57 TON 19,45 0.00 0,00 419.54 0,00 29.37 448,91 LIMESTONE/STANDARD 57 STONE 08/7120 51189549 021470 ASTM#57 21.48 TON 19,45 0.00 0.00 417,98 0.00 29.28 447.24 LIMESTONE/STANDARD 57 STONE 08/7/20 51169562 021470 ASTM#57 21.48 TON 19,46 0,00 0.00 417,79 0.00 24.25 447.04 LIMESTONE/STANDARD . 57 STONE 3/7/20 51169576 021470 ASTM#57 21.41 TON 19.45 0.00 0.00 416.42 0.00 29.16 445,57 LIMESTONE/STANDARD 67 STONE 08/7/20 51169597 021470 ASTM 1/57 21.48 TON 19.45 0.00 0.00 417.40 0,00 29.22 448,62 LIMESTONE/STANDARD 57 STONE 08/7/20 51169812 021470 ASTM 1157 21.30 TON 19.45 0.00 0.00 414.29 010 29.00 443.29 LIMESTONE/STANDARD 57 STONE 08/7/20 51189627 021470 ASTM#57 21.43 TON 19,45 0.00 0,00 416.81 0.00 29.18 445.99 LIMESTONE/STANDARD 57 STONE 08/7/20 51169843 021470 ASTM#57 21.47 TON 19,45 0.00 0.00 417.59 0.00 29.23 446.82 LIMESTONE/STANDARD 57 STONE Total: ASTM#57 LIMESTONE/STANDARD 57 171,61 TON 3,337,82 0,00 233.66 3,571.40 STONE V MATERIAL: Base Cart for FDOT B01 � 08/7/20 51169623 031020 Base Cert for FOOT B01 20.73 TON 13.46 0.00 0.00 278.82 0.00 19,52 298.34 .i3 D 08/7/20 51169539 031020 Base Cert for FOOT B01 22.64 TON 13,45 0,00 0,00 304,51 0,00 21,32 325.83 37 '08/7/20 51160568 031020 Base Cart for FDOT B01 22,59 TON 13.45 0.00 0,00 303.84 0.00 21 27 age 14 -- 0&7120 51168681 031020 Base Cerl for FDOT B01 22.53 TON 13.45 0,00 0.00 303.03 0.00 21.21 324.24 08f7/20 51189604 031020 Base Cart for FOOT 1301 22,66 TON 13.45 0,00 0.00 303,43 0,00 21,24 324.67 08/7/20 51169638 031020 Base Cert for FDOT 801 22.67 TON 13.46 0.00 0.00 303.57 D.00 21.25 324,82 Total: Base Cart for FOOT 801 133,62 TON 1,797,20 9.00 125,81 1,923.01 MATERIAL: Sales Tax Limit '/20 ST 1315948 999998 Sales Tax Llnit 0.00 EA 0.00 0.00 0.00 0.00 0,00 -1.35 •1,35 • Total: Sales Tax Lim@ 0.00 EA 0.00 0.00 4.35 •1.35 Total Invoice: 305.23 5,135,02 0.00 358.12 5,493.14 Attachment 1-B Support 16K5 T. Disney Trucking Inc, .." -(fli *w"2"'" --shD!S.!0 PO BOX 89459 Tampa, FL 33689 Page 1 844-258-7825 T Sc. Ot, 1NVOICE ?....4x, :_k_ WPM Southern DATE: 8/07/2020 1 CL)rit 1 D 8127 Industrial Park Drive INVOICE#: 63054 Grand Blanc MI 48439 TERMS: 30 P.O.#: JOB##: WPM135 Job: Goodlette Road Job(Complete job)*see Notes* From/To: Preferred Materials/Goodlette Road Job Type of Work:Base Rock by ton DATE HAULER TICKET QUANTITY RATE TOTAL 7/27/20 1221 61167961 21,44 per Ton 5,35 114.70 7/27/20 4296 51167973 21.95 per 'Ton 5.35 117,43 DATE TOTAL 7/27/2020 2 -- 43.39 232,14 7/28/20 2025 51168143 21.37 per Ton 5,35 114.33 7/28/20 2025 51168180 21,17 per Ton 5.36 113,26 7/28/20 4914 51168234 21,66 per Ton 5.35 115,68 DATE TOTAL 7/28/2020 3 -'- 64.20 ' - 343.47 7/29/20 2025 51168268 19.66 per Ton 6.35 105.18 7/29/20 4514 51165270 22.85 per Ton 5,35 122.25 7/29/20 4914 51168306 21.75 per Ton 5,35 118,36 7/29/20 4814 51168415 21,85 per Ton 5.35 116,90 DATE TOTAL 7/29/2020 4 --- 86.11 460.69 7/30/20 4799 51168524 21,35 per Ton 5.35 114.22 7/30/20 4799 51168557 21.57 per Ton 5.35 115.40 7/30/20 4799 51168581 21.20 per Ton 5.35 113.42 7/30/20 4799 51168605 20.98 per Ton 5,35 112,24 7/30/20 4514 51168611 21.59 per Ton 5.35 115.51 7/30/20 4914 51168612 21.67 per Ton 5.35 115,93 7/30/20 4799 51188631 20.98 per Ton 5.35 112.24 DATE TOTAL 7/30/2020 7 149.34 " - -- 798.97 7/31/20 4296 51188641 21.51 per Ton 8,35 115,06 7/31/20 4296 51168687 21.56 per Ton 5.35 115.35 7/31/20 4296 51168715 21.71 per Ton 5.35 116.15 7/31/20 4296 51168740 21.65 per Ton 5.35 115.83 7/31/20 4296 51168766 21,68 per Ton 5.35 115.99 7/31/20 4296 51168785 21.95 per Ton 5.35 117.43 DATE TOTAL 7/31/2020 6 -_ 130.06 -.--- 695.82 CtO 1 6 K 5 Aku (54,c). ,,, Attachment 1-B Support T. Disney Trucking inc. . PO F Fl. Page 1 Tampa, 33689 TN0CKIM6 844-258.7825 \C.c>fa,e INVOICE WPM Southern . DATE: 8/07/2020 8127 Industrial Park Drive 'C INVOICE#. 63055 Grand Blanc M148439 TERMS: 30 P.O,#: JOB#: WPM136 Job: Goodlette Road Job-WPM Yard* From /To: Goodlette Road Job(complete job)/WPM Yard 95/21.5-$4.42/Ton Type of Work:Fill Dirt per load r DATEHAULER TICKET __ QUANTITY - _ RATE TOTAL 7/27/20 4296 092286 1.00 PER Load 95.00 95.00 7/27/20 4296 092287 1,00 PER Load 95.00 95.00 7/27/20 4296 092288 1,00 PER Load 95.00 95,00 7127/20 4296 092290 1.00 PER Load 95.00 95,00 7/27/20 4296 092291 1.00 PER Load 95,00 95,00 7/27/20 4296 092292 1.00 PER Load 95.00 95.00 7/27/20 4329 128875 1,00 PER Load 95,00 95.00 7/27/20 4329 128876 1,00 PER Load 95.00 95.00 7/27/20 4329 128877 1.00 PER Load 95.00 95,00 7/27/20 1221 192907 1.00 PER Load 95.00 95.00 7/27/20 1221 192908 1.00 PER Load 95.00 95.00 7/27/20 315 230296 1.00 PER Load 95.00 95,00 7/27/20 315 236297 1.00 PER Load 95.00 95,00 7/27/20 315 236298 1,00 PER Load 95,00 95,Q0 7/27/20 315 236299 1.00 PER Load 95,00 95.00 DATE TOTAL 7/27/2020 15 '--- ------ 15.00 - - -_._..._._......_.__....._..._. 1,425.00 7/28/20 4514 058601 1.00 PER Load 95.00 95.00 7/28/20 4514 058602 1.00 PER Load 95,00 95.00 7/28/20 4514 058603 1.00 PER Load 95.00 95.00 7/28/20 4914 059151 1.00 PER Load 95.00 95.00 7/28/20 4914 059152 1.00 PER Load 95.00 95.00 7/28/20 4914 059153 1.00 PER Load 95.00 95.00 7/28/20 4914 059154 1,00 PER Load 95.00 95.00 7/28/20 4914 059155 1,00 PER Load 95.00 95,00 7/28/20 4914 059156 1.00 PER Load 95.00 95.00 7/28/20 4914 059157 1,00 PER Load 95.00 95.00 7/28/20 4914 059158 1.00 PER Load 95.00 95.00 7/28/20 4514 090147 1.00 PER Load 95.00 95.00 7/28/20 4514 090148 1,00 PER Load g5,00 95.00 7/28/20 4514 090149 1.00 PER Load 95.00 95.00 7/28/20 4514 090150 1.00 PER Load 95.00 95.00 7/28/20 2025 092469 1.00 PER Load 95,00 95.00 7/28/20 2025 092470 1.00 PER Load 95,00 95.00 7/28/20 2025 092471 1.00 PER Load 95.00 95.00 m 1 6 K 5 , , 00 \ § r7 2 { \ \ } \tn \ & § ; CYN a @ % f � ' \ / \% m © ) _ f . . � / ) � � ) 15 .! e ~ w2 / / j.0 \ cv co • • szl o H e ) � 2 \ : � 7 os czt # Ii CA . \ § a -40 ) vg0 \ \ 0 \ ° (G \ \� § e m i; q © _al a' rn ° E ) ig, E \ \ Q & a — i . T. \ \ \ ) 2 \\ - 4 ) o 7 . • 2 / 1 % \ q L. ! ® a #a } \ \ B ƒ ) z 2 • \ ) \ ) ) 2 ( § \ 71 \ o ! / � § «• 2 k ! ) 0 ! d ; ( ) § / _7 P. ] 0 ;!! ! # .0 \ \ \ \\\ ) \ CAO attacnment i-u Nupnort 16K5 .,• stomer No: 232472 Invoice Na 1315948 Inv Date: 08/07120 CONRAD YELVINGTON Page: Page 1 of 2 171etateurnaa k "ce"CO"'"",• Customer PO: 18-46-04 2328 Bellevue Ave Ext Daytona Beach,FL 32114 ZCustomer Job: 26635 WGOODLETTEFRAN ',,, 14.39 1'6'44 +5.35 WPM Southern Inc Conrad Yelvington Distributors $19.74/Ton 8127 Industrial Park Dr 55 2328 Bellevue Ave Ext Grand Blanc MI 46439-1866 Daytona Beach,FL 32114 t j 386-257-5504 Ihaywood@wpmcNll.com rit.' PC�1.!} • Delivered To: W,GOODLETTE FRANK RD • Unit Haul Haul Mail Haul Date Ticket# Product, Descrtplion QTY UM Price QTY Rate Total Total Tax Total Plant:00010 Stone-Golden Gate Quarry MATERIAL: ASTM#57 LIMESTONE/STANDARD 57 STONE • 08/7/20 51189516 021470 ASTM#57 21,57 TON 19.45 0.00 0,00 419.54 0,00 29,37 448.91 LIMESTONE/STANDARD 57 STONE 0817/20 51169549 021470 ASTM#57 21.49 TON 19.45 0.00 0.00 417.98 0.00 29.26 447.24 LIMESTONE/STANDARD 67 STONE 08/7120 51189562 021470 ASTM#57 21.48 TON 19.46 0.00 0.00 417.79 0.00 29.25 447.04 LIMESTONE/STANDARD 57 STONE /7/20 51169576 021470 ASTM#57 21.41 TON 19.45 0.00 0.00 416.42 0.00 29.15 445.57 LIMESTONE/STANDARD 57 STONE 0617/20 51169597 021470 ASTM#67 21.46 TON 19.45 0.00 0.00 417.40 0.00 28.22 448,62 LIMESTONE/STANDARD 57 STONE 0817/20 51169612 021470 ASTM#57 21.30 TON 19.45 0.00 0.00 414.29 0.00 29.00 443.29 LIMESTONE/STANDARD 57 STONE 0817I20 51169827 021470 ASTM#57 21.43 TON 19,45 0.00 0.00 416.81 0.00 29.18 445.90 LIMESTONE/STANDARD 57 STONE 08/7l20 51169643 021470 ASTM#57 21.47 TON 19.45 0.00 0.00 417.59 0.00 29.23 446.82 LIMESTONE/STANDARD 57 STONE Total: ASTM#57 LIMESTONE/STANDARD 67 171.61 TON 3,337.82 0,00 233.66 3,571.48 STONE N/ MATERIAL: Base Cart for FOOT 80i 08I7/20 51169523 031020 Base Cart Far FOOT 801 20.73 TON 13.45 0.00 0.00 278.82 0.00 19,52 299.34 i0•i3 0877/20 51169539 031020 Base Cert for FDOT 1301 22.84 TON 13.45 0,00 0,00 304.51 0.00 21.32 325.83 ittr 37., 08/7/20 51169558 031020 Base Cart for FDOT 001 22.59 TON 13.45 0.00 0,00 303,84 0.00 91 97 a2' 11 08/7/20 61169581 031020 Base Cert far FOOT 801 22.53 TON 13.45 0.00 0.00 303.03 0.00 21.21 324.24 08f7/20 51189604 031020 Base Cert for FOOT 801 22.56 TON 13.45 0,00 0.00 303.43 0.00 21.24 324.67 08/7/20 61169638 031020 Base Gen for FOOT 601 22.67 TON 13.45 0.00 0.00 303.57 0.00 21.25 324.82 Total: Base Cart for FOOT 801 133,82 TON 1,797,20 0.00 125.81 1,923.01 MATERIAL: Sales Tax Unlit '120 8T 1315848 999998 Sales Tax Limit 0,00 EA 0.00 0.00 0.00 0.00 0.00 -1.35 -1.35 Total: Sales Tax Limit 0,00 EA D.D0 0.00 -1.35 -1.35 Total Invoice: 305.23 5,135.02 0.00 358.12 5,493.14 Attachment 1-C Support 16K5 T, Disney Trucking Inc, ' """�- PO BOX 89459 Tampa, FL 33689 Page 1 r►; 844-258-7826 TRUC81Na Se•- 11, INVOICE ?......_ock WPM Southern \ 'i DATE: 8/07/2020 Tr-LID 8127 Industrial Park Drive INVOICE#: 83054 Grand Blanc MI 48439 TERMS: 30 P.O.#: JOB#: WPM135 Job: Goodlette Road Job(Complete Job)"see Notes* From/To: Preferred Materials 1 Goodlette Road Job Type of Work:Base Rock by ton DATE HAULER TICKET QUANTITY RATE TOTAl 7/27/20 1221 51167951 21.44 per Ton 5.35 114.70 7/27/20 4296 51187973 21.95 per Ton 5,35 117,43 DATE TOTAL 7/27/2020 2 - 43.39 232.14 7/28/20 2025 51168143 21.37 per Ton 5.35 114.33 7/28/20 2025 51168180 21,17 per Ton 5,35 113,26 7/28/20 4914 51168234 21.66 per Ton 5.35 115,88 DATE TOTAL 7/28/2020 3 -- 64.20 343.47 7/29/20 2025 51168268 19.66 per Ton 5.35 105.18 7/29/20 4514 51168270 22.85 per Ton 5,35 122.25 7/29/20 4914 51168308 21.75 per Ton 5.35 116.36 7/29/20 4914 51168415 21,85 per Ton 5.35 116.90 DATE TOTAL 7/29/2020 4 -- --- 88.11 460.69 7/30/20 4799 51168524 21,35 per Ton 5.35 114.22 7/30/20 4799 51168557 21.57 per Ton 5.35 115.40 7/30/20 4799 51168581 21.20 per Ton 6.35 113,42 7/30/20 4799 51168605 20.98 per Ton 5,35 112,24 7/30/20 4514 51168611 21.59 per Ton 5,35 115.61 7/30/20 4914 51168612 21.67 per Ton 5.35 115.93 7/30/20 4799 51188631 20.98 per Ton 5.35 112,24 DATE TOTAL 7/30/2020 7 149.34 " - 798.97 7/31/20 4296 51168641 21.51 per Ton 5,35 115.08 7/31/20 4296 51166687 21.56 per Ton 5.35 115,35 7/31/20 4296 51168715 21.71 per Ton 5.35 116.15 7/31/20 4296 51168740 21.65 per Ton 6.35 115.63 7/31/20 4296 51168766 21.68 per Ton 5.35 115.99 7/31/20 4296 51168785 21,95 per Ton 5.35 117.43 DATE TOTAL 7/31/2020 6 _ ` - 130.06 ` "- 695.82 16K5 Ak.v l (5-4 ,c,,----c_._, Attachment 1-C Support T. Disney Trucking Inc. or5R'1"-64.---pf....?!...00- 'TRUCKING F 83368 Page 1 Tampa, F1.33689 $44-258-7825 \c, INVOICE WPM Southern DATE: 8/07/2020 8127 Industrial Park Drive AX INVOICE#: 63065 Grand Blanc M148439 TERMS: 30 P.O,#: JOB#: WPM136 Job: Goodlette Road Job-WPM Yard* - From/To: Goodlette Road Job(complete job)I WPM Yard 95/21.5-$4.42/Ton Type of Work:Fill Dirt per load _ DATE HAULER TICKET QUANTITY r ._^ RATE TOTAL 7/27120 4296 092286 1.00 PER Load 95.00 95.00 7/27/20 4296 092287 1.00 PER Load 95.00 95.00 7/27/20 4296 092288 1.00 PER Load 95.00 95.00 7/27/20 4296 092290 1,00 PER Load 95.00 95,00 7/27/20 4296 092291 1.00 PER Load 95,00 95.00 7/27/20 4296 092292 1.00 PER Load 95.00 95.00 7/27/20 4329 128875 1.00 PER Load 95,00 95.00 7/27/20 4329 128876 1,00 PER Load 95,00 95.00 7/27/20 4329 128877 1.00 PER Load 95,00 95,00 7/27/20 1221 192907 1.00 PER Load 95.00 95.00 7/27/20 1221 192908 1.00 PER Load 95,00 95.00 7/27/20 315 236298 1.00 PER Load 95.00 96.00 7/27/20 316 236297 1.00 PER Load 95.00 95,00 7127/20 315 236298 1.00 PER Load 95.00 95,00 7/27/20 315 236299 1.00 PER Load 95.00 95,00 DATE TOTAL 7/27/2020 15 ^T`----- 15.00 _ - 1,425.00 7/28/20 4514 058001 1.00 PER Load 95.00 95.00 7/28/20 4514 058602 1.00 PER Load 95.00 95.00 7/28/20 4514 058603 1.00 PER Load 95.00 95.00 7/28/20 4914 059151 1.00 PER Load 95.00 95.00 7/28/20 4914 059152 1.00 PER Load 95.00 95.00 7/28/20 4914 059153 1.00 PER Load 95.00 95.00 7/28/20 4914 059154 1.00 PER Load 95.00 95.00 7/28/20 4914 059155 1.00 PER Load 95,00 95.00 7/28/20 4914 059158 1.00 PER Load 95.00 95.00 7/28/20 4914 059157 1.00 PER Load 95.00 95.00 7/28/20 4914 059158 1.00 PER Load 95.00 95.00 7/28/20 4514 090147 1.00 PER Load 95.00 95.00 7/28/20 4514 090148 1.00 PER Load 95.00 95.00 7/28/20 4514 090149 1.00 PER Load 95.00 95.00 7/28/20 4514 090150 1.00 PER Load 95.00 95.00 7/28/20 2025 092469 1,00 PER Load 95,00 95.00 7/28/20 2025 092470 1.00 PER Load 95.00 95.00 7/28/20 2025 092471 1.00 PER Load 95,00 95.00 Attachment '2' 1 6 K 5 MOB/MOT Mobilization D _ AxC B Where A= Original Contract Amount B = Original Contract Time C= 8% D=Average Overhead Per Day Cumulative Calendar Days is defined as the combined total number of calendar days granted as time extensions due to either extra work, excluding overruns to existing contract items, that extend the duration of the project or delay of a controlling work item caused solely by the Department, or the combined total number of calendar days for which a claim of entitlement to a time extension due to delay of a controlling work item caused solely by the Department is otherwise ultimately detezuuined to be in favor of the Contractor. A= $14,370,000 B = 730 days 14,370,000 * .08 = 1,149,600 1,149,600/730=$1,574.80/day MOT Item 1.2 Maintenance of Traffic: $975,712 Project Days: 670 $975,712/670 = $1,456.29 'Zany of the below items fall Attachment 2-A 1 6 K 5 nder 1.1 which is ongoing and 'ith the project size increasing D does that dollar amount 4. Clearing and grubbing. 5. Excavation, fill, backfill, pipe bedding (including 57 stone), compaction, and grading, including furnishing and installing imported material as required. 6. Excavation of all material encountered, including rock, organic, inorganic, and unsuitable material and all material transportation and disposal. 7. Right-of-way, site, and all disturbed area restoration including the removal,replacement and restoration of sod, mulch, plantings, trees, landscape, etc. Sod type shall be determined by the type of sod that constitutes 50%or more of the property to be restored. 8. Removal and temporary replacement of driveways and roadways disturbed during construction to maintain usable condition until permanent restoration is completed. 9. Restoration of gravel parking areas. 10. Tree trimming. 11. Temporary restoration. 12. Removal, repair, and replacement of existing irrigation located within the ROW. 13. Removal, replacement, and restoration of mailboxes (including new). 14. Removal and disposal of existing water main and associated appurtenances(less than 4-inch in diameter). 15. Removal and disposal of existing vitrified clay sanitary sewer, associated manholes, and service laterals. 16. Removal and disposal of existing stormwater pipes, culverts, miter ends, headwalls, and associated structures. 17. Proposed/existing swale grading/re-grading and grading between all existing and proposed structures. 18. Vibration monitoring during all compaction activities. 19. Cleanup and daily site dust control. 20. Testing, including all materials,fees, certifications, and equipment. 21. Maintenance of utility service. 22. Appurtenant work. 23. Removal and replacement of fencing and other structures within the ROW. 24. Attendance of all public meetings. 25. Saw cutting. 26. Coordination with other contractors. 27. All transportation, storage, and labor. 28. Notifications to property owners of construction schedule and service interruptions. Measurement and Payment Items as listed in the Bid Schedule: SECTION 1: GENERAL REQUIREMENTS 1.1 Mobilization/Demobilization A. Measurement for various items covered under Mobilization/Demobilization will not be made for payment, and all items shall be included in the lump sum price. B. Payment for mobilization and demobilization will be made at the Contract lump sum price and shall include all necessary meetings for the project, including but not limited to meetings with property owners, home owners associations, and other interested parties, all meetings deemed necessary by Collier County and City of Naples, and all other public meetings required to complete the project in accordance with the contract documents, preparatory work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project. Additionally,this item shall include the establishment of safety equipment, first aid supplies, sanitary and other facilities,as required by these specifications, State and local laws and any other preconstruction expense necessary for the start of the Work,insurance and bonds,the cost of field engineering,including permits and fees,construction schedules, shop drawings,temporary facilities, lay down storage area, construction aids, work associated with Contractor support during Owner/Engineer testing, reviews and inspection, re-inspection and any rework resulting from same, cleaning, and project WOE SECTION IV-2 0 16K5 Attachment 2-B records documents. The Contractor shall submit invoices substantiating the cost of mobilization with each pay request. Fifteen percent (15%) of the cost for mobilization and demobilization will be withheld until substantial completion acceptance of the entire project. Up to thirty five percent (35%) of the cost of mobilization and demobilization can be billed at the beginning of Phase 1 and up to twenty percent(25%) of the cost of mobilization and demobilization can be billed at the beginning of Phases 2-(X)-A, 2-(X)-B. This payment item cannot exceed more than 10%of the total base bid. 1.2 Maintenance of Traffic A. Measurement for various items covered under Maintenance of Traffic will not be made for payment, and all items shall be included in the lump sum price. B. Payment for Maintenance of Traffic will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for permitting, construction, and maintenance of any necessary detour facilities;the providing of necessary facilities for access to residences,business,etc.,along the project; the furnishing, installing and maintaining of traffic control, barricades, railings, variable message boards (VMS), warning lights, and other safety devices during construction, the control of dust, providing the services of uniformed off-duty police officers, flag men, watchmen, and other special requirements for the safe and expeditious movements of traffic per County and FDOT standards. 1.3 Survey Layout&Record Drawings A. Measurement for various items covered under Survey Layout & Record Drawings will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for providing all survey and record drawings will be made at the contract lump sum price for the item, which price and payment shall be full compensation for project stake-out, completion of an as-built survey by a State of Florida Licensed Surveyor, contractor's redlines, and the delivery of five (5) sets of signed and sealed record drawings by a State of Florida Licensed Surveyor and an electronic copy submitted to the County upon Contract close-out per County standards. Electronic(CAD)files shall be provided to the Engineer of Record. Up-to-date Contractor redlines shall be provided with every pay request. Pay requests submitted without up-to-date Contractor redlines shall be rejected. 1.4 Pre-Construction Video & Photographs A. Measurement for various items covered under Pre-Construction Video & Photographs will not be made for payment, and all items shall be included in the contract lump sum price. B. Payment for providing pre-construction videos and photographs will be made at the full lump sum contract price for the item, which price and payment shall be full compensation for a minimum of three pictures per lot to document pre-construction conditions (preconstruction assessment forms), including, but not limited to, sod type and driveway condition; a wet weather video (in addition to a dry weather video)to document flood conditions that will take place during normal business hours. Additional preconstruction videos and pictures must be provided to the County/City a minimum of 10 days prior to beginning construction. Pre- construction videos and pictures will be re-taken individually for each phase a maximum of 30 days prior to commencement of construction in the corresponding phase, if deemed necessary by the County and City of Naples due to changes to the existing conditions. Up to thirty five percent (35%) of the cost of pre- construction video &photography can be billed for each Phase(1, 2-(X)-A, and 2-(X)-B). 1.5 Remove,Dispose, and Replace Driveway WGF SECTION IV-3 CAO 16K5 n 4 1. . 1 4 I- { I- { 1- . 1.1 I 4 t- 3 I- •I '- 7 3 C 3 C a C a s 3 I-. 4 )- 4 c 2 A Aug Y t 4 r- •t C .t 8rg'•Ez R 2 C S C 3 I- a I� •E �LL Y r Y r 4 r Y Ill t U r 4 c 3 c 4 a L. 4 a I C a r 3 C a C y-_ T C a C a C 3 m Y r 4- 3 r Y ,3y__ s a4 3 c a r a C a : I- I- Y4 r Y r 4-- 4 3 r a C 3 C 3 Pr 4 C 4 c 2 C a 3• _8 -r Y r Y - t a --- L 2 c a c 3^ a -I---r Y r Y C 4- a-^..k__-- 4 I_ 4 _ _ . 7 -8 C a C ,A { I- -4 r •4_ 3 :$---I' S G a a a I C I C a C 3 y_-_ _-_I_ 4 r- 4 I- 4- 3 :o^ -I.. 3 C a C 3 Y- r Y r Y r Y- ----- g -I-- ---I- 4 4- •4 L. 4- a :Ii C a C a 4 y_ I 7 C a r "z_, 7 o;ff._---1_ 4 al a• ---r a C .2=2; 7 "B-- _i5----{- _ 3 C a I.. : - 3 --i'U=_;I-I_ ^e_=: ---I- .l I..--❑. a m.- �--•a-m--_- _ _---- a r a C o 6 a 3 g__s:E---9+_ :a_-- • _ _ N-_ _ -:.,,,,,.::.E.: m5 o:w PG y_Z_ ---t o--_21 r-- m:> _1 .E .a--_ _ a 'c:C _@ '< . ,y_2_ I_ '-' _°°i - L - p .4 �A 3--❑ a'm-S_ E'` _0.¢m:m I-- a a Y- x' ,___ 2^_- 2t---y---t-^-a•- -'I a L•m.�•j €B-•_•_ �•N_v_f�n' 0 'I-m- '---- m_ ..NI-Tya' ---F--' u-:•1 2 a u�i_; K .R csm�.�...-1 o ------ --I= m: --a:i'__= 1: E x--3C-2 2-.::3 E.- b:„ -_. A:'0 Am X _ _1 m m:r--7 m-;» ak__-,-0N_. -y 2 x' 2J 2,5 2 a 2=:4'.3'< .1--=C: c_ .:3 m2'c.3:m1 -z9 m-y�: gqtt• _^ <:.--'-: _as.=_ '2:'E -__C_w per':=3 m - :-.3E&sr.-1 c. ---'t - :$ - u1----" _ ._ fi N m- __2: .LL .m p_v, _3_- m:a ___4 = _c o:g __ a N : o:Ftt:w a N " 3� m rc0 a- w =,_. --N c2:3 a- in: LL• -a'ffi m'- -y - a5:c a°•e c -A:_-_F 3 [n 2 __-'7_ 3 --- :_ _ a:in N c -- w_W Y m § - �.0 --_k: a ••.2 _a•w:3Em - -- o. R'm---O-- m:m__ --r' y IL _ m. a U.m � ;?1 - 2'E -e :' N I ___ _a•2:or g.-_ m _=_ x � z _ 2N C_ mT :___ NI __ N rod_ -a.m i :� .__-N.N q E" ILI -.0.. . . r4 t- { i 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8. I 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 o I°-LL Y __ 8 rt 5 ro<m rn < < <' a < a ro < m m ¢ ¢ ^ m m m < m < ro m ,m m E. m:•`< m m < < < < < < < < < < < < �'; U mZZ ZZ ZZ ZZ4 8 U m m K U Z m r2 U El m U Z ,- m 5 ZZ m U U Z Z Zm ) J J Z Z U' U' K K , a'U' O U' 61 :� w Q Q Q wS .Z< ,,B naw Q q< �n w5 Q Q w Q W 5. Q w w Q Q W. > > > 7 > QN> > g„ > a > a> LL 53 g N 3 N g N N g N O R � E R g Cl FA i O . F !'3 g g R O' g 3 R F tV A N g n §- N ''< mm < <« < m < < < « <�� Z > «< ',°< < < < < < < < <VOUHHUUHU!H ! VOVOHVO UA mZ - _ U •EZWZ88Uw < WWNg ^ggNg N6gg .@ OO OOO OOO OO O0 00 O 0000 000000000000000 i a° m'r 'I O O O 4 O 'm 8l 8 O N ' 8•O N 4, N N O N .m O 01 N 8 O N Nl - N NO l�l O S V O N O 01 r O n N N 0 0 '- 00 at U s E i A 95._ „ IRg i ; gig oo1 _ m I � KO g 2 -'i ffi N g c Q,6� a p 1 -3 2 1 1 .3 g 8 8. ° 0 m 5 1 y � m � •mMoo2 � Wnifi.g a 8. 5. b m gm .. Em gig 8 _�i.. d �a h 8, mm • 3 3 p �( ass E U y 11 _ a 8 ,J 'y tfi 7 rE dS -¢ chi fn in ffi E its ❑ q $ S6g c'5 .a ? 7 0 1, - - p E - m gE ❑ 5 'S ❑ ❑_ rrrr❑ ❑ Nm ❑ mm s a 'fyE ❑ EE 5 -- 55 - 5 .p xa93 5 xa m O N m U U 5 9 �� E E It 9 E E 's N N I- :'. _g E ffi > > `�`� in- F :a ciA 8 .m .� � ,$-8 .3 .34vw ffi § c soo Aa y i E � 19 � h . E E 'm2 ' E2 On< g c) ' znmu_ m a a N co LL LL N co a 33 N N N > > a E2 a` a NN v u3 pa •a' _ 'o3SLa za2 <j, z a . ^m E.-F.- 11 m m `� W § sooR § § § E § § § 8a88 < 88t288sE. g@RFzglF, ,, (2,LuR , , , g Rg § §fiE121 tt0 a p rE z 3 0 • N it a 16K5 J. L „.,-__-___ N ❑1_ C a - ... } I 1 r n'I_2:: m 2±:a r -'- 1 I + m:l�_-- oa- �". L __ - 1. T i 1 T E:�__D 0: D :� 1'---M 3 .2 E t q JL _ $.C_•_s e__c_Is_c a i o in N�_ x"•' ., vA - �I_... un I I I 100 . 1 __-: ,- 1 :m::�I:j:2 --1 :i 3 3 m----I--_- - ac , u__ +_ 0 8 I3'- .'n:: :'13:: EI:3:: ::1 _ : i i a "-- 11 1 ' ': m:-NT:d: .i _ T w - :m_-- I_3_ :1 - 1 m U' m m g : I a _ -- �: .r -- ---- RZ rn �:�, i .1 _ 7- N __'1 1 _2 ==_I_____ I _______4 �___ _ _ - N _-':' __ __ '� __ _ 3 I0. 1 _ _ i_ _7 T __ - _ __ T• m- 'o m, 5E+ 7 • - -- r--I..I -- ---• E' N _ 0 v'' - '•z- °.I c. _ ' I: ::::1.. - ---I-- :: -- -- - vm"2: c O'N'S a n _ ,, H i ❑ . . to 1 ' --_-i Li T� : - Q. -_ .- N - .I - -_ - _ ' 4. = 4, F _ _ _ __J. - m _ _ C =_: y c : T: :__ 1 1 § Z: : - = _- - = ____ W: _ T I - 71�0 5 _ -L* " ' �E I - U I:'--- ---'= :r � Zf -1 _ - W I!*. T-' U -E1 _--- p II Y- a 1 S._ .( �E. m: I 1 1 IEn I _ O I I 1 F- . __-_ I - -- Ill i 1 I a 1 u'' I i 1 i I 9A. T W t 0 1 E: m 0 1 I` I t: E: 2. +--. . : 3 p a • 3 1 E 3 _ + = � � ii .,�_ d m 9" L o ❑- ZZ a g I I I + I 888888<J888888888 8888888888888 �? 8888888s: 888888888.. 88 0 • Fu _ v Q• < m< < < < < m< a < < m R < < < < < < < < < iD< < •- < < « < < m< < < < < : < l RF aRR 1,'-'E. 1 >D a .;-' ESSImmHUVIHU ,aa > UvR •wUa " gia . , 6 HU gU §- '. ° . H . ,< < << < « < < < < .• < < << < < < < < < < < < < « < « < < < < < < mmm DUOVOVJ 1Rmm8R � RJ `pSRiuu zc`� c�azl= ot7 >` i7 t9U 7 ❑>W ' 8 < 7 Ow � 5, = = > w .O<O�m� 2p❑ ^QOVON N n � � NM O O O.�:o00000 ' ,•.0000000000000o0o oomlcmm . 00 K° m; R R �� o' IV 01 V, tv n, r � o 21 o 8 R 0 M r # FI IV I' Cm Fl F F.,21 •1 0 21 0 ' a 2 F _N o • 53. . s � z goo �� W € : € jili m a = m 8 / r 1 E E • ih flties g D.�'. $ A 1,5I .0' U' ''0ror E gm1 - :.:,Phifl sre1 mF i2 . m a g - E� la G TE 5. i .8 2 . 3z N m e5 ER i" g c-9 ❑ cc yp 'Z y s'3 3 3 � 0 ,t ,t ,n m E x � o Mom y c� ❑ r,_, 0 m 5 R� a] 3 m�N C E C§ 0 d LL vS N o 5 2 s 2 0 a : B 2 2 2 2 `2 Lt i � m 3 3 - cc E. O cc it c S_ @ 6 cc G. sX• • a N Y', .L W Z. ..❑ F 0d d°_ r .a- a s .d- ID 8 .a- H- ro M o N a o 16K5 2 ::::3::';`, -- o _ 0 1 h i i 1 -N_.m_" .g.. : --E V- r j 2 �- � :a $$ r ]. 9 _ = 'a n 2 L 3 J �'_ :z :� a:3 'A ffii- 'o'- a L J J- - 1 _°__� U.. 35 _ 1 N �� c c-:n��5 �_ 7 F. 3 2____=__z_ m_ _v= a c_� -_8 ' u 9 �: ^= m zzszsszs- ` sq.. - .• @ ii•� `��UNN 1mil �1 - __ -1 W nL..--- -3___.. J 4 1; �i. d.-1 E_ _ 3 3 r 3 41 7.i a �,_ Y T-_--r y _ -- T I 3 t' T r :::: 31 Y a--_-r - _--_ r,-1--_: 4 y . 1 -- --3----L 3 LJ_-_ i --_ -'x „ _ __ _ '- - ----------- - - ---- - -- - 3 2 i o _ 2; __ °' o _ —:m-mom - 4 - _- --'s F y r-y - .L1 _ ` - - a 1 --- •m-- c 3 L ' - : -: L 7.: - Y 1 :- : ^:>- Y r > i -- J -777N•O--a E -- L---m---i - . c' m_ ma a - - , 9--`- --m.o ----'0=.. c o L "II - 7 N fr:--o:� c3:.0 :::_=::::y 0-___g,_� ::::3-- - %_-_" -- r n I. - @ 2 !E 3 �J—__ -,- - 2 :.0: -__-Er r'---'"--J---- ° : 20 cL tt y F N c] r N .O 2f Ei_:- : :. -- 1-T @:y1:::::--3:--- - _.o____t o:--6::-.7,: 'm 3 2 _ -_ __ ell ,k.- Q_cl.:___::3__-- arr-m:-. - ., �— v:L U - °yam -?a 2'3�m 'r_E_ „I' U.E m u u G _ Z-m-,yi=n 2 mc:@ m -r- • 3_::: rn : :3:::m F-- c---------3-_-_ d' a :— _4.c_ 1=o:0 u- .: m :. —I----I- ° y____ C. 7. 1 -_M T_U .5 N_—r ?---_ - 2 3 _1q.+ :::- -r------7-_ - ail ' : d.m 2` -T '^ C__L 1 :e :.1___1 _-L------Y-:- W T 011- 6 :? _ _ __-C J _ .. _:.,-_____-- _--_--3---. COL I �� :_•: r a z I _(,.____7 Y Y r Y__.._ g u. Ask - J L J J L R. 3 r 1 3 3 3 r' 3 3 r 3 k� i F- i y 88'._ 888 ° 8888 8888888888888888888. 88888888882ii88S85;;58g 0 ou _` § '9 • 3 ` iG Ri N ¢ < <¢ Q ' .ern o<, Q < Q < Q ¢ Q < Q ¢ ¢ < ¢ < < Q ¢ ¢ Q Q Q Q Q Q ¢¢ Q Q < ¢ < ¢ _ Q aN R R'.'�' F`+ :1 m m - m o, m m� m, N m_nuuu i R+ ,w �ww : mQ ¢ n K ; K � 7a1°il 1¢ m _ °dfl'.>'eog NgAO, A g 18 - 8 sFAuu � o < <.13 < - �< < < <:.?.< < <, ¢ Q Q ¢ ¢ Q < < << < < m<, ¢ 'oQ, < Q < < < < <<<< < < Q ¢ Q ¢ Q !! ! I: R1R1Ri'm m �j i a � pp,, a_'W w w w,: L'IJ � < � Ig > w 1°1i 0 0 0 !! ! ! !!! !! ! ! !!! *§,t t 1V (VLL VLL lyAA 11�. . f _ a NO �aO vN1 O Z 8m& OEN..�.�O N O .' N O t N � � l7 N N cQi r � N .'. �iNON 0 0— 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ooN" 01 ..O,4-.; h “:" 8 n M h O r'l N O O N R R „N- O N V e- C N N .1 1 . 1 • ,:1 ...! rR C = m a ffi d, g a °, Es d. 5 g �::9 'a F .� r 5 H 'Pa a...' 3 m b g m i .e A - t 6 E N 5 C., N i- mt m 1 wa r a dill! g - 0 - 8 8 .5Vi ,, m3m LLr •% trr , 0 . � 5 4 �° t' g c.D o h '4 2 y '' ao § � E u 502, , ,, 'a . 6 & „ -- g a m . ` ` � � H .:a -1- a N g v � _ ssit a` re � � � rct:0Zv ? _ ga� �am3S � 0ccu- co 2 < m 16K ! t r 3 8 , _B ] I ] r A.$ L . _a L J L .I E -__-9:, r•__••'3-, I I ,---_ g a' 1.. J---- E'a I Iq=J I- .1 I 1--"_ .B'-0 - t gL —a J L 7- -_ 1_--_--. --------- ---- - ---=e== ----------------- ---.e w$-n iZc � - a 1- -> am .. � L • `_ "1 C' ' _'-_ m___'I 1 •I 1 I u d` r-_m___ L m __.4 -. i 1,i L J__ _ «-ti C m---7---- _ 1 :C7 1 1 7 --r------w:-- �__>�__i-___ - _-__ a,i - I *-" _ __- -c"-o- O L :::a_--- L Ea lc1 a L E• --- „ _:: m L -r 3 . I ..L.-_.0 _ „ L _ •3«_ e _ ^L J Oc § _ L ca i I«___ _1__ CO.mI__; d'•E a:= -_ 1-v a _ r r, a _ ---1-' � `''-m 'c -0 °a.a" -I- _ _ - @ - I-^-- -- --- �m C C3:--a-,--:-.,--m _.a I`:_-y: m, n-m fl•m v -- -�- ^-aF_7_O q C []___0 I __-]-- 3 m... .0 _.- N.II1-'_- = v_ m.� ,r __L_g__m 21= __ _ L 3:7.4. 9:0 is _O:_ `:m_7_-m_ 0.2 _ ____3____ 7_ m_ _E_ = u ,am:- = L � :O0:-I- » :6 i.i ' °•-t 3m m - :„ p _ hm: — _a;.- i -m_'a._'ma 2 ` r - d I 4.c A•.Es--'m-- x - --- U- 6-0 _- .4.. w ir!; -i 3=_ m y i �-t _ m N i ILL` - -2 -L. 1. c H r a 3 qm41 Ij4 6. J---3 F. + i r v p d w l Li. a 1 r , r 7 , r 7 '� L H .11 j L Lbi-`-- F 1 r i ] Cn 7 ry y I h i I- -f-•--- J 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 '8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8_ (y0 7� lJ FY. _ < uumuu a a aa ma a aa a ...< a ma ' a am a a s g O aR o •g m g ¢S m a a R aw a a a o a aR a �a.t � wz - rYKaf7a � 2 � aHFUU ':i > > UZ�m7mR § RKKRKR:",: a ` P,, awUwvw iORw4 lOiww as s ' i •; ``a a a a a ¢ m ¢ a a < a a a a 'a a a a a a a a a a < a m m a a I.a a a a a a m a a a a a R R ¢ '_.r -.,O' ! ! ! ;!! !!! ! !! ! ! !! ! ! m�1 w.:�, 0 �'!! :: : !:: 8: : ! l a . 1,I. o RN 1, n CI v„ N N n •- 1- 6,3 I } 1 E 2 P , -6 i F fi N F € . '+ 3 t Fz 5 E " ! — i 1 g ,':o i l M I "Q g o A g 3 b N 2•. v S h.. a N Lj . b s N A z. 6. m9. ;1 8 gm zr' Fli3— m HiiIh 1. 0 z g , `a 61 ffi fl1iUIIJ mu i Z 52 2 $ m5ar 2 � c� m LL Z u 2 = 2 2a` 1335 2 � c� ¢ iitTiiu ci C @ @am3Sw � c�Sreir t7i ,5 0 3m ¢ vy N. 4. w $ BAR, 1QiIn RN o � loNm 8 �' eR Z e5� 8 � � FRr � c via is w Qyr qg �q+ gg+ = yQ� ;g;( gip[ ;qy� !g� m pq a h.N E L n N N N P, W N R 1v n ry N} 4 ry N N 4 4 0, 0 i3 1 ry R 0, E ,,I ,5 % 0, N R N N N E V g ,a g =1 Q mSo as 16K5 _ =$.= 3 a F-- Ire_ r:s:,-.z -- E U L 0. >• b .. 1 $ N:5 m -- ->. I...,.... ..r r n_s---C` m v ;..---"--�++.^ � g'_ 1N E' =2_o.= y-c g•a= __oo--- 1-F 1 °--`r-m-„u r--'E 'cc'N`Lix r • U9D.Owcou. LL Lilt _ ,____r,;:- ' _ 33_r_____ :I: I_"E___L___ r w - .a.. . = . 3L 1 3.b=-:I: L:oi_-_C__ ¢: y -' -_-_L----------I_ e m.�___ : " -2 pI:C:'p_==�:5:1g E._IC= I_�___L___ ____ L i.e _ U D, r a___ 3• _y ___t_ {_3__-r__ -_I_, r m G 'UI_r:�___w•>-JO-_J 4- 4-y -3L___ _.d_. 4 • _'~'__ __ - m cI_r_2 H__b,p_3$'__.I_ I_� 2:3C__: -'1---7� r 11 i _ 3 __ _- 3 Ema=r:c m:m 3_o:�v=:> _ _t'7 o-'''1--A--, =''_`�----4 2 D -- -22 -- -- --:;::= 3'r:(7 o-� pib--7, L: C-` D c a at • - --- -- -- --2-'b O1-r-T ''te 9'V 1-g=I 1.- r_-_L'• -5 -tg'- '-` r7 y • - ---' -- _:K.-.:=_ -I-}- -"n e_a liim_ 1"- - ¢'�- ' _ 4- --- _- E. --0 o?`r �; -U:� :=._� r 1 -U:N'cj-.�- ~ t----m�==r.-, A t! 12 _ __ _3 C_-i} _ --___-. __ .r_ _ 1- E_c ' E E 0 15 • 2:.�q m 1. w_m'"' r7 d,'c 'a3 m° o N L -` .--- -_---'_-__---r-- 2 = 3:: ., _-- - ----- -z:b ': r - 3--- - w u - 3. :u:4 _ ir:: 4.• r -- 4 -1 ,-- .5 - -5 a, • _- _ -_ I_ I r ' - r UC ,S.Hb _• _":2:_- L L r t E 2.i i. _ :_ L 3 d'� 3'- -- r r=': _ ___ ___ ,g_ L 4__: n :m u _ --- m ' r L::_ V _ _ _ h -i t___•`3 _-_ _ _ m I_ 4 L�.17 ' - LL— t- r '1 I _-- '' _ L L _I 4 1 - c r L 7 r F- r I a ti L a O a _. 3 r r -, r i a -_: Y 1- h -' . a. ___ 4 L L I J. 1 d :__ 3 r r ' r H - - 3 L rC- J L F- W 1 . ix 2 r c 4-i r -1 W W 4 i 4. .1 4 ; I-- O • 3:= -1 r r M L D a rc _ — 3 L C ' r _.i to c-- i r_ r- r } i 2 m :�� - 3 L. L a 4 i IL Z I." :- r -' i 1 __ 3 C r y L i 1- r -1- 11J 1 I. C -.1 . et, :: r 3 r r -I * ' - -A 1 -1 N•• -0 888 .;,888 c .6 88888888888888 .. 8-' S 88888 88288 2 o0 0 - 888888 0 8 Da a ¢ _ _ J HUH R8 RRRR $ ^ RaRR § QQ, R NR QQRR R' NNN ''� mK K C > '] a' }' g 19C9 (� 3 1g w Z ZZm K _ K < < < ._ < < ': < •. < < < < < < << < < < '.< .s< < a < < < < < < < a < a . a a a a a < zqF, ! ! ! i 000 0 C N 0 '; N •- m 0 [•, LD N N Y ,- N M N N P,`, 0 0 Ki N V , 0 0 N 0 .- 07 0 n .- cor - U m O C D a c m 3 ., 1 2 5 g 3 .' b Aog. a cb .8 gb Am A' m 8 Ug b LLB ' 11iE� omg % b �" g - yngbPm � sl 1 � b � N U ' id -5. 3. 3 l i a3 m ,, 0 . 15 `tl < d �m bwgwm � c" � $ b tad � � g9 b � - I'._ ,s, 3 ., CZ ~ `3° S E ¢ .Tc - . 1c9bz .F?- 2a d , t ' $' _ ., idam' B . . �'¢ iy ATE `a g.p 7_ 11 gils " c1 �1BZo, � ca` m3 .c5 . 18' 31rhw (1 .' gm3 � Z3F u5�.a N N�: K. N F-. �� § §; ,RR 51f82 § r- RiN � 8.8PR888 ow §NEI; f nFi: ,, i: n. igigHi Bo � R1142g n`. 0 r. p m n a m .-0 R �' Rj < N N R 0 N N N N N N N N N N N N N N N m N m N N N N 1L. t�l 0 L 8'E a - - .— LOLL 0 D. 16K5 a c:: :-:: ot : .E_c0--1:; 2::�:-- _;::: ro _:: .. :B -:::m::1:my:1: :::a- ----r-- m: -1: is -a - a tl- -?a`.2:: - ,m :_ 2' __6 : ;mw1 `2- r- 7.i, ! ��._ i :: m - _ a __ m _ - ---- . :: : '� 2 t 2. -y:crii`o.o u-0 m•r--=`a o°=_-c� .- -.i_ co a-�° _¢ D_m :v�:c --N-c a:o o:a c'<°n r.: -_- - _ Er r n N o-x•a--y•- '-3; -p'_.i rio!? n; -ne°-`et°n ''S- .z;1 o•t-�:w.;.r1; wag u �+� V �•� J.� N'C.N��m.Cn�`-� BPg ,w fR _U_ T m:J �.� w. � �•.J .K ii� e= ___ o- .� m. r -n 'mn _ _1_ c _ r J 2,-t ______ __ -___ _ - --_ a - amp_ a LL N_ _ .2 1-: v � y 5 nA :'E_� 1 3 d m 3' a -'---- d c-_• 'r C 1 „ 1as 41__ __-_1---------- --- L I Fq L R _ F 1 4 1 r Y J g r r 4 G C 2 L 1 r r r T L L-__ r r r t 1 i L - l 1 1 m r r 1 r 1 I.- �r--- r LL L L J (. 1 I r I r J L J L r r 1 r 1 _-r h--- rt r i 4. L rt r o r 4 rt r r 1 z w L 1 L. G ` r r -t ---- F- L L 1 L J W L J L ! O F r 1 r 1 ---- Ce a. C r 1 In 3 r `t' t` rt - ~ s L .� L. ; a 1 Z �g r m r r y -- w o__L a h Q L.. c r 1 w w Ly-_L--- J M O m r 8 r--r--- 1 r _ ' r r a .- O d L _w 5 w 1 L en I- ' 2 Y r c �'-'---- --------rt r rt _ a z+ w `- Qom--L--- 1 r 1 -- " F" ,---- 4 F- rt --- w 4.r t---- 4 r 1 r r-__ -t r i ___ 8 2 8 8 8 8 8 8 8 ,8 2 8 8 8 8 2 ' j2 8 8 8 8 8 o a a o ,,2 8 8 8 8 8 8 2 8 8 8 R oo o ao o O • HIL r n r A N N 'iV i a a a a g - — _ - 0 < < a < < < >< < < < a a < < _ _N � m _ m - F...' mmz '1DUHU ,� „U0UUIUU0 ¢ <_FI m < < ZZQ a < < a < < < a a < �. QQC88 .. Q8 _ m NR8 ' F Qp pgQRRR 77, `� m 2 7 W 0 W Dn _ > amW ® W . WWU WW j? c3 . ? OV Q J 0 0 0 0 0 :v tV ,- o 0 0 0 0 o m o 0 0 0 0 0 N .- o M - , R o CCO m, R tv o o .- � u, t- r .'i- te r o nto In .•o Lo0to o'•rcf •1 Nmtor_ w . ^ ton .- tnriev • R 'o • U C E M 8 5 3 m h 4 i 5 1 t F m fi g b ggLiii PI o L ! 1LhP �f2{t�' 6g •. ry -a pi� 2 i 7 .m -n r c� a -H 1 .1726 1.. ?5. 1 , mom/ r g '. m 61 ! a 1 fi 7a o � 6$ b.� }S 2,0 _ 0 � 8�0 .50 § 0a` N ,2 2 (� o � Zc' Oa 'a. 5 c E S 2 (7 K'tf. JJ D 5 2 2 ,t ix cc . B L+t 5 2 2 U' K tL f� a d m 3 2 2 2 y K ILL 8 E a t a m w. Lil o w N o 0 0 0 0 0 0 0 0 `� $ 8 E R R„t E 8 $$ S $ $ R rN y 8 8 I pp S 8 F S 8 r E¢ g=1 E a,_ r, N R o c3 5 M = N N N 0 Z a` 16Kb Vas 05 w ____ 1111.0 RY _ u U o --- z z w Ew a o 0 yE EL Z 0 0 0 O 8 fLL LL aiV WY) Q Q i a R R O R Ri 0 OO • A g 0 0 g V U 2 ro j U • ¢ Q n N q;: a 16K5 Tab 2 - Change Orders 16K5 Procurement Services Coln- ap i. y Change Order Form ® Contract Modification ❑Work Order Modification ❑Amendment Contract#: 18-7322 Change#: 2 Purchase Order#: 4500192501 Project#: 60142.3 West Goodlette-Frank Road Area Joint Stormwater- itractor/Firm Name: WPM-Southern, LLC Contract/Project: Sewer Project Robert Wiley Capital Project Planning,Impact Fees and Program Project Manager Name: Division Name: Management Original Contract/Work Order Amount_ $ 6,715,239.00 7-10-18; 11.G i Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 6,715,239.00 /1 ;Last ICC Approval Date;Agenda Item# Current Contract/_Wor_k_Order Amount $ 6,715,239.00 SAP Contract Expiration Date(Master) Dollar Amount_of this Change _. _� $ 0.00 0.00% (Total Change from Original Amount _ _ W Revised Contract/W_ork Order Total $ 6,715,239.00 0.00% »;Change from_ Current BCC Approved Amount Changes _ — $ 0.00 0.00% i Change from Current Amount . _I.,�--- Cumulative Completion Date, Description of the Tasks)Change,and Rationale for the Change Notice to Proceed 11-26-18 Original 11-25-20 Last Approved 11-25-20 Revised Date 2-9-21 Date Completion Date Date (Includes this change) #of Days Added 76 Select Tasks ❑Add new task(s) 0 Delete task(s) ❑Change task(s) ®Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested);2.)why this change was not included In the original contract; and,3.) describe the impact If this change Is not processed. Attach additional Information from the Design Professional and/or Contractor if needed. 1. This Change Order#2 adds seventy-six(76)days to the contract to account for work Interruptions or expansions encountered by the contractor over the course of the work due to unexpected existing utilities conflicts, rework due to correction of discrepancies in the design plans,weather delays and COVID-19 quarantines of work crews, 2. This Change Order#2 Is necessitated by the extra time It has taken the contractor to address the Issues listed above in order to construct the various utility and stormwater components of the project. 3. If this Change Order#2 is not processed the Contractor will not be able to complete the work before the contract completion date which means the stormwater components will not be completed,the roads will not be completely finished,and the sanitary sewer system will not be connected and operational. This is a joint project between the County and the City of Naples. Most of the additional days relate to utilities work required by the City of Naples to address conflicts encountered In the field that were discovered by the contractor during or immediately prior to digging operations. The quarantines of work crews due to outbreaks of COVID or waiting for receipt of negative test results was the second largest source of delays to date. Prepared by: / Date: 10-6-20 Robert Wiley, Principal P -;ect Manager,Stormwater Mgmt. Section Capital Project Plannin:4tImpact Fees and Program Management Division Digitally signed by Patterson_a Date:2020.10.08 15:33:41 -04'00' Approved by: Patterson a—" Date: Amy Patterson,Division Director Capital Project Planning, Impact Fees and Program Management Division Approved by: Date: Thaddeus Cohen, Department Head Growth Management Department Revised:10/28/2014 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin RpC BCC ES 16K5 Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above,as fully as if the same were stated in this acceptance. aepted by: Date: / 4 '�7Vfi1lam ,ur, vresldent WPM-South. n, LC oigttally signed by �M Justin Justin Frederiksen,PE Frederiksen, PE°ace:242o.t1o9 Approved by: 13 r:oo oa'oo Date: Justin Frederiksen,Vice President Q.Grady Minor and Associates, P.A. Approved by: Date: (Procurement Professional) Revised:'10/2B/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin RpY BCC ES 16KCo 5 Procurement Services t � Change Order Form Contract Modification ❑Work Order Modification ❑Amendment Contract#: 18-7322 Change#: 4 Purchase Order#: 4500192501 Project#: 60142.3 WPM Southern, LLC West Goodlette-Frank Road Area Joint Stormwater- ,ntractor/Firm Name: Contract/Project: Sewer Project Manager Name; Robert Wiley Division Name: Capital Project Planning, Impact Fees and Program Project9Management . Original Contract/Work Order Amount W^ $ 6,715,239.00 7-10-18; 11.G Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 6,715,239.00 .4 Last BCC Approval Date;Agenda Item#` _ Current Contract/Work Order Amount $ 6,715,239.00 1SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised_C_ontract Nork Order Total $ 6,715,239.00 0.00% Change from Current BCC Approved Amount Cumulative Changes _ $ 0.00 0.00% ,Change from Current Amount �� Completion Date, Description of the Task(s)Change, and Rationale for the Change Notice to Proceed 11-26-18 Original 11-25-20 Last Approved 03-03-21 Revised Date 03-07-21 Date Completion Date Date (Includes this change) # of Days Added 4 Select Tasks El Add new task(s) El Delete task(s) ❑ Change task(s) ® Other(see below) Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested);2.)why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This Change Order#4 addresses changes incurred during construction for: [see the attached spreadsheet from the engineering design firm, Q. Grady Minor] • $30,109.32 for RCO-18-R5 to add a box culvert wingwall extension at Ridge Street to address canal slope bank conditions encountered, • $599.86 for RCO-19-R2 to modify a stormwater structure to fit into the location for connecting to an existing pipe, • $3,415,77 for RCO-21-R4 to modify a stormwater structure that had to be relocated as a result of FPL installing a new pole, • $1,511.68 for RCO-30-R1 to modify three stormwater structures at the east end of Hollygate for utilities conflicts, • $2,419.90 for RCO-31-R1 to allow removal of an existing cross drain discovered to be in very poor condition and no longer needed, • decreases the quantity of 15"perforated HDPE pipe, • decreases the quantity of 24"perforated HDPE pipe, • decreases the quantity of 15", 18"24", 30"and 36"HDPE pipe, • decreases the quantity of 15", 18", 24", 30"and 36"reinforced concrete pipe(RCP), • decreases the quantity of 15"concrete mitered end sections, • decreases the quantity of concrete headwalls, • decreases the quantity of J-Bottom 5'x5'modified top structures, and • Adds four(4)days to the contract time to account for 1 weather day delay, 1 holiday when County inspection services would not be available that prohibited the contractor from continuing work, and 2 days for work to complete RCOs 21 and 30. This Change Order#4 is to authorize the return of funds from reduction of quantities to the existing Contingencies funding in the amount of$201,068.37 for availability within the contract for this work. 2, This Change Order#4 is necessitated by changed conditions encountered by the Contractor that were not reflected in the construction plans available at the time of the original contract,and by discrepancies between the plans and the bid form. 3. If this Change Order#4 is not processed the costs incurred for the four(4) RCO's will not be available for the contractor to bill against. Additionally,the return of funds into Contingencies will not occur, and the allotted contract time will not be increased for delays against the project not caused by the contractor. Prepared by: Date: 2-25-21 Robert Wiley, Principal oject Manager,Stormwater Mgmt. Section Capital Project Plan ' g, Impact Fees and Program Management Division Revised: 10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman RPl BCC ES 16K5 Approved by: Date: Amy Patterson, Division Director Capital Project Planning, Impact Fees and Program Management Division :proved by: Date: Thaddeus Cohen, Department Head Growth Management Department Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising o t of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Date: 3-8-21 J , GM WPM-Southern, LLC Approved by: Date: Justin Frederiksen,Vice President Q. Grady Minor and Associates, P.A. Approved by: Date: (Procurement Professional) Revised: 10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin Rpf BCC ES 16K5 trzyRequest For Information# 36 Date Created: 9/21/2020 To: Justin Frederiksen From: Mike Swartz Q Grady Minor WPM-Southern LLC 3800 Via Del Rey 4391 Colonial Blvd.,Suite 105 Bonita Springs, FL 34134 Fort Myers, FL 33966 Project: West Goodlette Frank Road Storm-Sewer Improvements Project#: 18-46 Subject: FPL Pole Conflict 10th st South Drawing: Pages 98&99 Area: 10th st south Specifications: Question Pipe run between CB-10-7 and CB-10-8 at aproximate station 10+00 there are multiple FPL pole conflicts with the proposed pipe run.Please advise. Response In order to proceed with the proposed drainage on 10th Street North, the attached plan revisions have been created due to the conflict created with the installation of the new FPL concrete pole following the issuance of the Bid Plans. The revisions include: - Swap the locations of YD 10-6 with CB 10-7 -Core a new invert in CB 10-6 at 7.75 - Plug the south invert of CB 10-8 All revisions are clouded in the attached revised plans Response By: Alex Dunko, P.E. Response Date: 11/13/2020 16K5 t6": MATCHLL+E-STA,6+U0 f :IFS t+'b .,) 3444 r_• III ggn i'404I II III i$ If1. 'sI ; ef-,J o4.o�ae I• I` 1 II � �' °°:0,9 I a l�40 �� — fig— — � - fit AaO,oge a\` R..,;..•. ,iy , p 1 Y;��*1 I ;»m� r"ayse 10 044>41, ',4-.)..-;1\ ��• ¢. II !. .'�'.0pVC �I Ip > RI d_W` • i16rf;' l tI 1s1� Ia II 4 ®® ! ! I"= I I;mNa A(P, • �o4(pdo 1 1 1 }a,�ihn, A l l ° 3 g I J 7u W. 1 I.64ot $• A 3 �II • (!4'8, d lEiryt a' ai abs"R�.?Ih"I Ct1A4 3'044 • ,40$ "0 ICI I ;I °m140.4+ II ol3 is 11 1�t•4 .w.I 6 i7y We'll)i I I, 1�a+9.4•, I a iC 1 11 Q4 Is k: NI I. I t•4tA 4 '�� 4� 1: 11 4,104P4 1 a I�11II i g' �09et+a I or. i _ `,pmgmry3d I 1.9 4.@�11 .I jj,� o��y ,,.;LIT 3 laa� ,• I p®dUys•d. I 11 II ! 1a4 a, l/ go•®( p I;IN g Te,Pq41 .1 ➢ F ° APSIQ GI I I W•4I I 8 411eO R 4 ap a hl. 3 I. I aj'k:N 9 I. b Ain I ' ... ; ' I 1 e44.lyr?at li-0 iI y ....- - 1 n I I 1 F A$,9�;Y4 '� F 'p I 'i gg 3 s I d..l.�JhMbB,^� !Iw� _2 1 ^ ,�L.Ny . l' • F I _ i P \",. (r9'r'p4pa k\ !p 1 411 1.4& II ! t G f 3g ' A 1 .. r,� ^ qq ' I I ' ,.t+w��F $ r so i _ € *43 ti 7 "7 i 1 -.- I i i ^ �' II e'40 v y I II 46t 1 at Ov C m I .4.<1' ` •• 1`;PC1. IhI a�ao Jr i t�•.('4,6e$ 1 ! ''i ammaat�a i.v4+9�{1. ,1' ', IN46a * I i . j " !3 Pmq ?, %�:Q4�40 . 1' t31 , gf°d1 ^R = •I �i 4,1-4,: j �1 3 4l t Q °' � 1 � 'a4® p I AsPot\I J'' n 1 6I o?ape@ I. I. — ' 41®4b;�. I ' p I I aC�� -cl a.e..,�....- -'r3.IL_�-a n e �4 C I Il I 01,0044(aama4. o �Vm®®6• 4Ps '64•P. Sv c ° . �m .o+a®+a °ease +m4 tis1%.#4s�va4$1 n 5 F a a in a -. I ;a 444,�.8m,.aoa;AI169 4t 4V.�JOaW4��D�s .0.4$ § o Z q -. ;lAOa$�_�r,�i 'dI -__ y i40�mgmePm>ow`e.,44A•9.4,,,,Nts4t+,e4�4bsa4dl 4.4,4' ! C ZA b [ `C. �.,a.aZ,7I5 @I ! a3 -Ep`s4o�8`>9Ot'gOromBQ+E�mabe0®),19W4N9°PLi°m�3v�ks 4 owasveHcS �q1f15 o ; 6 - , - , ! g42 Q0'Ad4Mr(�A.,'v'O,P•5+4&4+b�8+ad M"f i'�(>'�A'Ob6A�rea"Y•a+f•3•©@,�;A•,dJr4��A�&•®�6 o�m P 4 't Oro o z ri y e A(!m'�49a46@b0yil+� i o o I ..-,404o•em mrM"........_.............. .a. III n0. h;44 94..40'i _ _ ?I 1 —1 a�'i 8 "i43�6-0pI v .f n I -r"- I` 1 p —>,a.v +•rd•9�,7@9m�D/0 �^a`•r __,�3�- n Ia RI?, E ______,„- t . 1 4 .ik.,. ,FI ' i. . ✓�9�'r➢�'".H gg uF Oz N_Yatr l a} a��? I", ' + IP?,,,,, ` n 1w o. . ...... � . I I 1_ A . ..I.'^: —..—... _ fi r.. �1 E p4 r� �' f6 t Ak �8'8 p — ® I RI1 1 N4� tl Ito 119S b , g -� iso, ! Iaoe _ .s ,; RI 1%,,�p4mc I q �I y��i,9a,,,• 1 I ' h a I 'f•I �18aS11:1"1 awl . N I 1 n,00r9�aei .ill-. s yy $ I I I• j a�'�y�s° I I .;, e I ""i�w�y�u''4p..k'" ii I ;° N ] q I.1 I;1'.44�+4 1 I I z MATCHLINE•STA.6+00 S F 4 E 9 2+50 9 3$ 111 3 j•• MATCHL O STA. SHE e.°°IFFi7.«.,,.AIL-M.,nca,rs1INGIM.,°.11m.,1..nw..,,m...s,,,'•-OR CONTINUATION,11iCeY E65H[Ei 149 w 5 16K5 AI=IF Request For Change Order# 34 Date Created: 11/25/2020 To: Justin Frederiksen From: Mike Swartz Q Grady Minor WPM-Southern LLC 3800 Via Del Rey 4391 Colonial Blvd.,Suite 105 Bonita Springs,FL 34134 Fort Myers,FL 33966 Project: West Goodlette Frank Road Storm-Sewer Improvements Job: 18-46 Subject: RFI Delay 10th St(RFI 36) Affected Contract Time: 23 DAYS Scope of Work Description This request for change order is for the delay of clear direction in regards RFI 36,There have been multiple RFIs for unforseens on 10th st that resulted in not having enough work areas to maintain more than 1 mainline pipe crew during the RFI response time.While many of the responses came in promptly RFI 36 was 23 days past the 30 day response window.Along with this the city replaced part of the waterline in this area so the work could be performed in response to RFI 36.This request is for the 23 days lapse In response which did not allow for an additional main line pipe crew and for the 14 day lead time for additional pipe required In the response to RFI 36along with the time for the city to replace the water main in the work area of RFI 36. COST DESCRIPTION(from detail page 2,If applicable) LABOR MATERIAL EQUIP SUB TOTALS TOTAL LABOR COSTS $0.00:` , r Mi>;Mf4 %, 't, s iF $0.00 TOTAL MATERIAL COSTS ' ,,,j:, $0.00 F V'P0 sr ,' s h'` 'i Yt* • $0.00 TOTAL EQUIPMENT COSTS 'ida j t ! '+,' $0.00>, 'i�4U i' $0.00 TOTAL SUBCONTRACTOR COSTS = I ', ',;;-;,1; _, ,.i t 1;;; `'-l„i; $0.00 $0.00 SUBTOTALS $0.00 $0.00 $0.00 $0,00 $0.00 SALES TAX 7.0% }'t'"r:`yip t 0 ky-. $0 001'1j ai^'*fl 4(, rs kLi` „yt4'll>4?! $0.00 LABOR BURDEN 37.5% $000.;bUf{f'>;Verc';1 r �-J°:r1q'. 1- '4iv $0.00 OH&P ON DIRECT LABOR 10.0% $0 00 01t !lS,+'�,"yi4 .OP* >)e 'i tillgr K^ $0.00 OH&P ON MATERIALS 10.0% +' vhj s :F N'�Y1�,1f $0.00 r 0 4 ttl'lr�t FiZ,"4 l,l(P ti'W $0.00 OH&P ON EQUIPMENT 10.0% i r' rif,r a' sv tut t�,'}i; 0 00 t.i.=ii a1 i { OH&P ON SUBCONTRACTS 15.0% j,ni1.r ;11 i Fli _ t'',} V+p}7nt r,jrJ;,;!'.y"i $0.00 $0.00 SUBTOTALS $0.00 $0.00 $0.00 $0.00 $0.00 UNIT PRICES Item# I Description I Quantity I UOM I Unit Price I Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 SUBTOTAL $0.00 Estimate Subtotal $0.00 Unit Price Subtotal $0.00 Bond 1.0% $0.00 REQUEST FOR CHANGE ORDER TOTAL $0.00 Page 1 of 2 MAXIM Request For Change Order(Proposal)# 38 1 6 K ,C'f.Yf"1EA'T RZ.IL"774:71"T Date Created: 2/8/2021 To: Justin Frederiksen From: Mike Swartz Q Grady Minor WPM-Southem LLC 3800 Via Del Rey 4391 Colonial Blvd.,Suite 105 Bonita Springs,FL 34134 Fort Myers,FL 33966 West Goodlette Frank Road Storm-Sewer Improvements r: 18-46 ,Ject: 10th Street Utilities Conflicts Affected Contract Time: 14 DAYS )pe of Work Description s request for change order Is for the additional man power,equipment and days required to install storm drainage system on 10th Street due to misc. i revisions,unforeseen conditions and existing utilities not shown on plans.Some of which were unable to located by a Locate company. Additional 3 also includes the necessary resources required to work around existing AC main and existing clay sanitary sewer along with misc.repairs to the sting utilities.Also Included multiple structure modifications and Invert elevation changes to work around existing utilities,Total of 15 Structures;CB- 1 to CB-10-2;CB-10-2 to CB10-3;CB-10-1 to YD-10-1;CB-10-2 to YD10-2;CB-10-3 to CB-10-4;CB-10-4 to CB-10-5;CB-10-5 to CB-10-6;CB-10-4 'D-10-3;CB-10-5 to YD-10-5;CB-10-8 to CB-10-7;YD-10-4 to YD-10-5;CB-10-7 to CB-10-8;CB-10-8 to CB-10-9,and approximately 1,370. ST DESCRIPTION(from detail pogo 2,If applIcabla) LABOR MATERIAL EQUIP SUB TOTALS TOTAL LABOR COSTS $75,644.50="`'sr'iJ;:Jt7 Yf 3J.`' ti:'�i '" :•n:,. $75,644.50 TOTAL MATERIAL COSTS ;,;, $0.00 ;;'i ,4 v i Yii' It '' $0.00 TOTAL EQUIPMENT COSTS t r �r u ;ly r; $68,444.56 Ova"r ;N: $68,444.56 TOTAL SUBCONTRACTOR COSTS „ s 1 Ott ; r14(S+�.lyi�f $0.00 $0.00 BTOTALS $75,644,50 $0.00 $68,444.56 $0.00 $144,089.06 SALES TAX 7 0% 4l �rf '^y' $0 00 :i ;ir-. 1 $0.00 LABOR BURDEN 37.5% $28,366.69 ;,;;, r4 j!k I a' f r , i:+: $28,366.69 OH&P ON DIRECT LABOR 10.0% $10,401.12 t r ;t t 1r ;a aia+ , ,r j+' $10,401.12 OH&P ON MATERIALS 10 0% a$Ar to, i $0.00 1lsii/ v . a " t: $0.00 OH&P ON EQUIPMENT 10 0% $6,844.46 r r r i +I .4! $6,844.46 OH&P ON SUBCONTRACTS 15.0% !"? f ;1 F�hx,:;.,r f ,.;i4r`pt,,,',i+t $0.00 $0.00 BTOTALS $114,412.31 $0.00 $75,289.01 $0.00 $189,701.32 I'. :ES n# (Description Quantity UOM ( Unit Price I Totals 1 MOT(Pay Item 1.2) TBD DAY $1,456.29 $0.00 2 General Conditions(OH Extension per FDOT 4-3.2.1,Par 4b) TBD DAY $1,594.45 $0.00 3 Credit 18.44 DAY $5,803.04 -$107,008.02 $0.00 $0.00 $0.00 SUBTOTAL -$107,008.02 Estimate Subtotal $189,701.32 Unit Price Subtotal -$107,008.02 Bond 1.0% $826.93 ;QUEST FOR CHANGE ORDER TOTAL $83,520.23 � ill M rro/eee west taoome to rranK moan irmter pr5nems / Job: 18-46 „ -I RCO p. 38 tz:zrzEiDate: 2/8/2021 iCRIPTION: 10th Street Utilities Conflicts ITEM# DESCRIPTION QUANTITY UNIT UNIT PRICE COST TYPE LABOR MATERIAL EQUIPMENT SUBCONTRACT TOTAL 1 Superintendentwf Truck 180 HR $75.00 L $13,500.00 $0.00 $0.00 $0.00 $13,500. 2 Foreman w/Truck 194 HR $55.00 L $10,670.00 $0.00 $0,00 $0.00 $10,670. Foreman-OT 77.5 HR $82.50 L $6,393.75 $0.00 $0.00 $0.00 $6,393. Excavator Operator 205 HR $40.00 L , $8,200.00 $0.00 $0.00 $0.00 $8,200, 5 Excavator Operators-OT 64,5 HR $60.00 L $3,870.00 $0.00 $0.00 $0.00 $3,870. 6 Mini Excavator Operator 197 HR $35.00 L $6,895.00 $0.00 $0.00 $0.00 $6,895. 7 Mini Excavator Operators-OT 62.5 HR $52.50 L $3,281.25 $0.00 $0.00 $0.00 $3,281. 8 Pipe Layers 393 HR $25.00 L $9,825.00 $0.00 $0.00 $0.00 $9,825. 9 Plpe Layers-OT 132 HR $37.50 L $4,950.00 $0.00 $0.00 $0.00 $4,950. 10 Laborers 315 HR $18.00 L $5,670,00 $0.00 $0.00 $0.00 $5,670. 11 Laborers-OT 88.5 HR $27.00 L $2,389.50 $0.00 $0.00 $0.00 $2,389. 12 Volvo EC160EL Excavator 181.67 HR $90.65 E $0.00 $0.00 $16,468.39 $0.00 $16,468. 13 Doosan DX300 Excavator 90 HR $111.31 E $0.00 $0.00 $10,017.50 $0.00 $10,017. 14 CAT 950H Loader 259.5 HR $90.37 E $0.00 $0.00 $23,451.02 $0.00 $23,451. 15 CAT 305 Mini Excavator 74.5 HR $31.99 E $0.00 $0.00 $2,383.26 $0.00 $2,383. 16 3"Trash Pump x 2 539 HR $10.00 E $0.00 $0.00 $5,390.00 $0.00 $5,390. 17 Plate Compactor 269.5 HR $12.00 E $0.00 $0.00 $3,234.00 $0.00 $3,234. 18 Trench Safety 25 DAY $300.00 E $0.00 $0.00 $7,500.00 $0.00 $7,500. $0.00 $0.00 $0.00 $0.00 $0. SUBTOTAL $75,644.50 $0.00• . $68,444.56 - ,$0.00- $144,089. • • 16K5 Tab 3 - Correspondence 16K5 , 0 U Y � `as El o `-C • r� o o co -�.`�Y Q , �a� L., U a1 f E. 0. Q 31 < To U u 0 an + ` - vi as 1 O o) v_ •m CD tla0 .., V u Q c � ) 1,11 v co C `��. a� C CO I W C 0 0 f v a; tD 'S O L n v c E _o u C O E ..6 o u D o- _J > C_ (I) • .c Ln a) -10 N L no yl X a O v u @ v CZ 111 CU E `o I C v I CD ° N aLE ra u -0ra iD v o a ,..; a. o .p c u =L. f O 2 O c N c�D o U a1 a n . rD $... ., n. cC a v c 0 w 0' •> u -cC� ..0 -a v a.i > O OU •u A O E v N N v t10N � in Y Qco COu Ep N J a)_C 4 U -C = NQ a-' 7.3 IN rp1 ? a- x -p 4-, V CD ? a it, ++ +-+ B d in 0 u. CO W V C C c'Oa Elii vu, c 'G O vni v .� cr. y. 0 V �I -0 O a OD ro CD CD U1 O .'. 0 C d C g O .°F. C E UC.1 .. O TC CO`- > u. N N O V •'� C to "C u b0 i -j co N U '9 a pp C,� ,m "6 co C `0 N W N U� .�. v V1 m 0 E y c e+.�r U c Q., NI v, aJ O O ..0 Y cr .... ..0 co Q m CO CU v C CE ., v cc Q N 01 In Q a1 •++ _ Q' N U + G `° v, i m Y I H iJ -0 u — '•+_ �O CO C O CO CU _L CS cam., • > ,D cU N c E «'° m v N �. c ro C a) s ro ro Y a t7 C (a a) I p C ,i •G ai v O) c v rD C1 r6 c O C O .O p I. v O u 0 O ro 0 ii E Q ri ht— <C ,c;,?,�.„�;' M m a u f— —, u. of i— U V v1 --, > d u 1 6 K 5 \ { a. In( 0 2 / ro \ \ \ = a ) \ ! / § . g \ / ` g / ( \ - ej 2 } c co : - 2 \ / r { - F ) ro ! 2 \ - / E 0 0 G $ g in - \ - 5 \ / 0 A _ E - ea { 0 \ $ C / / o ± / C ° : % -o \ \ ? E / $ / \ o § , o E u ...... .....4r : - 4 ED V NJ \ / — '0 0 ° \ CO IfI 0 a •c \ h n s> / - 7 - - a « } ! % 0 • E G \ : \ \ \ ro . } \ \ m , ¥ 2 - U w o ._ e = / - ai c .a = G 0 u E - : \ - \ \ \ \ \ •_ Q \ \ / \ E / / 2 / / m # e m # \ \ \ - ƒ i ? \ / CtS / / / \ / 2 2 \ _ « = n - '- m 9 / \ / - c 0 k = 3® § N \ / ° 3 \ % ® ^ / \ \ ƒ e ® CO > 4 _ _ - _ S e % = r ƒ / § \ •) \ \ \ co\ \ \ tao „I-, ƒ b. / ƒ 0 L) s e e a « w = o / = 2 _ c = m K R = \ } u e o z « & _ e e 0 ' / \ / \ \ ) \ C) \ \ \ / / \ \ : » / o k E C E C : 0 = o x o u y - c e ® » m e e — m 2% > / / / 2 R z a \ , , $ / G / G Q w \ $ 8 / 0 1 6 K 5 •. G., 03 (1, ....5 c ...o ‘7, a. - 1•_. -‘; 5 .112 a• - a) ,r :... ..c . -,-2- >... C 0, V, .- 8 7, > - T.. .02 -F. tic c 2 '2 c .2- 0 /73 u — 0 9 7.2 A o a '5 § E s 1 4- ..,,?,. 02. l's• o U r- —5 2 c. 0 . f2 ._ > ,./, .- 0) V o >, E •-tc -2 k'. Ta 0_ :I cs• c .-i @..) s- cu OA ›- c )-- CO ...0 — 5.9. .4.• 45. - E V v) a) E,• s ai ao b.0 CI % ..... ,.. as a>• 07,,. c) 4.... ,S P. o -0 ..... E co o E -•="- A O Es :2 -72) E 0 ›.. ›- -E. g. 03 0 4-, a) 03 _ 7= M 03 > .-, = • 40 ?..), •-•• U i, 3 srs E 0 ,<5.. g: .c o_ ui 4-• ..c • 32 a:. 1 -- O -0 .0 s.- 8 .8 -(13' N C co i_Isc u t 0 O c co o 0) 03 2 as >... O +•-• P 3C < 3 al , 0 TO '6 *6 sra P cu % .. 2' -- > !-- 2v > C ...-, n 0.! c-,.•'" u T. ,_ r4 o CII 3 p w co c u E >-. E _c c ro v - 5 • - "- 0 na 4.... _c L. ci = ,... a U —a:. 4.d 0 s.- a) ao g ti- il 2 c13 3 2 o_ to C '- ..o .2 -' 'A' .....-`r) ,-- -.... c co 0 "I c ,), I-, ro „ -.sr,O. c 05- 0 0 -C3c u < er to . 0• un .5 to ts. ._.; " A LI N • a> L.) 2 0) ),... 0 ° ib. 5 a" E 74;:' --. C -C.-- 0 ,F.. 'S g' ''''. t3 M ..._ cre, ,r, 0 0 '- ° a) NI .Jczl 4; ,, ,-, v, 0 7-- - 0 : ---• :8 c ro e .9-, '',i .., rq .5 o_ cu 4.... O 4• -4 0 r- 0 a) • E F :5. cn <-- CP CU • = N 0 E a. 2 1 8 r--1 c @,) In > ,-...1 c .->.- C - 4-,P 2.). D.. c " , . _ ro E1:3 g,..„, wt"'4,.. <ts• ';"' E 2 ..= e„; c -0 (13 ^ le-74 ers UJ Ci cE ro a) fo ro 0.: ..:e m o.0 +I) S ig s 13 o ..c:-5 ,... ...x ...c _c < ..., ...., ,,) u.., . o ›.-:. cu v 0.0 = «4 E a z. '‘.3 ..-Y , _..1 ,_ -c ts „.. PR 4' VS = ,,.. CO -.I ,44 r-3 r, ..c 4, E 2 ' 0) c -0 -, ,s-- 0 -.' ‘- = < = 1-1 C-4 ›.- u. r..,: f•I ,y) a) u. 0 ,.._ .0 :(3 v., V .= o L. cr) - .:r ^I 0 al — 0 E .- 0 0 PC srl '-',.6 n. OR 1... '''. 40 CY) I.r) r..... -....., ^t3 c al •, • co .c >'• 7-• m c..:) .- ..c. E 'E o C .... 4..., 0 cd a) c 01 NJ sat -:: st's > I.> r-7. 4-• S' 8 X -0 o 2 1,,,1 c c -,z `2 — c:3 -,:: m co cn o c cu lc -C ,2 ....- = -xi 0 0 . - 2 7:-C •;.j c =e- c c ‘;:ir• cs, u a) vs' -- ti) . M M ..C1 2 3E• m '5 (1) CU U a) ..),;* ›ia) 8 .... c t ,, > cv (1) CV csj , SU Z lai as •• •• 0 " CU s- -..Y CI .-", > ---.. P c X G.) t': c, .42. c , , ...0 v, E ..- — co • CO C X q., - >•• as w 75' 0. M C.> •3 CU 1.> .,__. 4, el) co 0 'a as CL „c 0 al _C s. .7,1! ct- , co o ..c a.) —, ..... u __, 1— m OR 0- (...) Ls.. > A. 0 5 a -2 U. IA t•••• LJ 1.01 < 1--- ''' A. C AO 16K5 m a) T C L r 111 Ca1a)Y -Y u_ L.L U - • a V O C �, p V) G O • O C _ E d o P ° 2 %' a..) A c m tin E U a y D° —.0 V O _ c,-,' L w E _° u 7 CT E a) U m w2 Q 0 E > n I 0_O CO `J N CD m a) V � V • 0 ;., V) IC E = b0 -0 o a to g L` 0 a,,, m .E - `V +'C co d c m bA V to 02 N N _ bA a-+ L- g a m c ' -O +, m o w ) 0 T > a a Cc fb O Oo f6L N E :c" • }_.+ A 'C �O c E m E m 0 O c v fa u • n v ,� m a3 U p = E ° c o °' Q Q N 0. 9 0 d gI L 1 N � (av1 7 U V N C) N CO u +._ 0 E a, N f6 as v)¢ s ro a) v1 ^ t • o c c • '- c ro c V a) D NJ CU V aJ Z p 7 t O bw L . o 0 ero =A C +J 1 o o 0C @ U v cn ro bA a o o O. -O = E Q e co C N ^ I C •O > a• 0 I .Q ¢ oo -p N N ild a) °6 a, a _ O Q- LU a mu O = h0 p c ej E N C > L vi - 6) a ' N m 7 " E U A ° a) _C 'iJ U /� O E S3 a O L U T E E i-, �I O O y 0 .• 0 .� o E Ls to 0 I O E V 1- + ( bp .0 �� p 00 c o r a 5 �I . J >- 0 3 CIO 0) �O 0. C�J O - `o cri. n a) p - -0 co) m CO Cr) d- 00 O CO V C E -01 col 7 p0 U O 7 O ._O P. E 5 ur V C v CA ' aJ = -' O Q a) V CA h0 P. 3 , E ° Q Va s] 0 N Y -a o y • , E O a _ -c C cn E O `° `1' 'O V cn w ti C) cb Oi . O W m o E O C L • ao C {.., C a) C J X + E _0 In Q CI) Q) v) -C rn NJ sLn 3 d E a.: Q m a) a� X cn a s v, E C .. a; o m a 'Q (D U r p C 4-4 a-+ CO U C y_ JO E. o a C u a) v s -Q. `• o m LL V) f— U V V) Q r"� J J tL V1 I— U Ti V1 0 16K5 a ___1— G C a u N Y ti L CU C ---J ` t -0 0 a u ,,/''h Li C ) - _.c ! C S .�] n . --a _St - ' 0 O J 4.4....1 O v Q 3 , L. n. o 0 31 < To 1 V C ra 1]o -� 0CID . .0 +a m (a L . C7 5 4-, ti V u 4.) C to o Ca 7 OD u C CIO •C a to .G C -0 f- C o El..-1 a) a L V y CO O L — a) n E -flLE E U 0 0 7 Q. C 3 G > a) a - - a Q - ci a MO to ��'' G E 1 N u1 a O i X a .- a EIro > a 1 to .a Ca L.. O I v a S .O e O N O O C 0 to to >- a a C vim') > 0 >- v) S d o_ C L U fro ~ A ..CL C o ¢ t 0 U • a 0_ n U. to a i .• ❑. cc = E Q1 0 •', _ G 3 u.) >- -O• cos u n 0 G 0 E N a .L 1._ C N� v-I E cc7 a) a ++ co co dA 0 > s2 0 a G • no a) cl }. a) 7+1 CJ 8 U M u E aai a r13 — Q m Q N 0 ry E J a •0 0 V co C N N c Ill i � N 0N � O di v X • no 0 _a taI L C }J a cl• '� O J V 0.o 'O O, G pp co f�0 N V) O '4d rr1 ,"'+ O Q C xi G L C J c-I 0= > `/ Cl N a v o ai Cro Y A LL r m o la '0 fJ a bo i N N a an ,� G as a u G (aco �^' bo Cn u1 X 0 g .Y LL1 a O 0 ++ a V) m 0 E y C 1+�` v C Q1 N 1 a a a .L C 0 L O -0 Y d 8 •,- m o0 vs- I Q a +� C a u y_; Q N 61 G I H 'O L., a •a 4- O ' a) C •N OL o a) �--' N r.* m L O G fa L 3 a G ?! W p ± C -Cro a0 L >? C ii .) 0 Q CO 0 Lc)) _, Q Cl- ham- Q a. mm m a U F -, u. v1 F- (� V N / CAC' 16K5 •? .0 a (ll > m . 0 ro HII ca L..QJ-0 Q)11 o N O 0 ayC U N J 1 > p O n a) c , 3 E - o m +•+ "m _a m O N c -a - U in o 20 ,g •j CO m r o N u E `o > -- Ln m - e �� 1- m a a O m > i O 0 N •o CO c E (V O VA m >, U) M 2c a dA v) m C6 ` m .8 d 5, o.0 0 CS Y o c m v UO >. m > co L o `g o CD . -0 Ti -2 - . y n N o — c m 0 `f- CO N o = u 0 c-1 N 'm ? >U lD N ( D m c m E E >t O o = ¢ a< (f) +-) • I o '= m o v.,o , a N O LID N y U - Ln C N O L M E -c Q a L. I-- 0 bD O Ero -C m o c N U m g T N 0 C -C o m t CID Oa D -p .F+ T - ; 3 C a _0 fB E o 6 cn co O N _C v m o 6 - o- -O cn Q 4+ co ro a w bA Q) to E c Q CL r� , G A n `I) L Q) U Q L 0 N co UU ZS 4- 0., Lf1 a a) >-:< 2R O `o . `n a 2). 8 .a Q o _ -- m aj ca y < ° m .> O U n O -C qp Lc) v) vUi m 'a a O Q co n M O a) O d 0o .� $I bA J 4- OO N L O +� N N m o a C i L .-+ m W Q > ° ,,, m m o E c co >. Q) E r-I o U L rn � it a c a aanE -31 -a = � � 0 .., "CS _, c-i i ^ > E E a o V t./) V a aA L2 Ln a) 4- @) � +, as a 3.. n3 ao rn ui z • E r j a) co ro a U bA `^ O a a a Ol oN0 •N ~ x coi `o u - 2 x a a a) a Cfa p '% M Gl E. C m Q) O t!i a c" Gi ofI $ w y m 2 O S x a+ [° I • an:t p C O — . 'Q ycti U ,0 > o G C Q 07 ELT X •- a) ^" o � 'C:' t a a 41 u1 o c Q a1 0 - O 3 O L O Q) 1-- Q Cr M m a v 2 a 6 6 a - Li_ to 1- U v v) Q — u- Q. — -I 16K5 4J co ro ._ }S a ro c _oO s _cO O L ( L • 'D a o a) a QJ E I v nn— WT a. c -0 17E c CD o V1 - an L. c 3 ta1 o N a E a) v E N O + coc— N ro 4 O v .- c .- v ON ,n 3O - 0 a) a) U U 0 1.... CU Q 2 - E N- `n (n• u) EL C L. 4,.. v asQ t Cl) -co .11-1 o v.11-1r;11 I F • — ,... .▪ CD 4-, c ?..- 01 2 u" : -1 s v v ro ro▪ -0 N O C..) Lbn fill ,i ro v N v� y- ii igiro II '" ?1111"L Vic. ,n 0 ft O ii )10 :ir >..• ' a vp co L roi A • 3 p o L r, w �+,, co U i 1 I . 4- ro > >" - nGo o _ :;: � U c 4° o •} � o o 0 L co II I� III _ c a a '`�, 4 °' N r' ro as c II=O= g y ✓ lD II_a- = ti aS �. N ro a� itLir.� U a -c3 >. 4 -oi, r niY= vcn cu'a � � 3 3 ' 0 -0o • c i v CO ,n w o -o >. u- X CZ N a ci 1 . v., _610 _c r\I LA, > „_.,. -C -z:i CU Li- 0 avi - �.4 06 >- N o 4- O c � u c I TO p onn ii Ii x - c -a -6 0 ,, a) : L .� ro .. U J v c u U vt v L nit Q U U U 'Q N E �' a) co a1 a) v, L O - L C cc n) a-, L ro ro 3 a Gn O N q) o t E u Q E , c N o u + ' c ,� i— o cn -, ci) < :n ro Q .'_^ al 0 1 6K 5 a Y .' .CI a 3 O O ' o N N G £ .L 0 •L 7`6)C U N a C OJ g2 w �� a U a, a, Q2 V .G QI N y C L a) ,ar L m (a U.. = ems\ LL. Y C 4-, l 1 C C Op N VV N ` �= E NU •---E. • .@ d' C7 5 a c .�a O 3 U U Y _. m Ur .0 U T C (0 1 E u 0. 0 Q @� >,fi ai o y � N Y laoo Y V ytao a,t6 .�- Y L J � L. C N 2co (•V $ co '0V)V' — LT I.-0 /') V w c IDA ..t.. LA m b ao L Oa a ont m a a7 Ts o a m N :B N �. m 5 nn ro L.i i Co v 11 ^ 6 V O O O+ 'V 3 9 E L n (3 .. I A�^ 0., o E E J E C N 0 N 0 ...CO N N ^ a o U U a >'77, �) Y N 2 N F. Y U C W 1IO, L Y 1..• v Q CO@ a - ro 3 cy m h _' Y I vl t1A c c E a.) y;e I E rL. oc -0 V > ' V > 8 N to CO0 ° 1 t tan no • C Co C E o ° rn > .•^ rn •> v A o ris .. s a .0 a n N o Co ± CJ i f0 +, as == v U U U .� Co a 3 CO 2) o I n 2 ro .P CO m P. Q E %� Q CC 0. N p O Q L c rA 1 0 O a /1 U (N O a 'CI o' n) U U C 4J C NI U ar c o a = n 5 O E U A 0 O a> t oN U U n 20 C�w)L , a �' QN ro 3 p E �' al e.C11 w 3(�ruh N U 3I E J..M N O E O L o d 3 `-I ��O ` 2.71 N p e-2 (�j `: _l •tw <y C G F r N v C G U "1 N •0. C 2 + O m o cOc� O tD E U O [� ) G to M W ••� O w y Q G C ?- QJ �". a C (9 j, a ,' r' �I o J o a a 0 a, 'c E z�l a m V m c 3 Q a ro ;a V Q O S] L CZ J .�-i ttS 3 E CO V a (o V 6. oA 0 : 1_ Y q) J V oA CA c`, .y v I.A. c rN^ o a E o . 01 o T �°c Lc .� Td a� 4, C N C g �D cop tr 1nM 41 Lr7 r• N. 8 E r N to c L 0 f.. - U Q � .0 co co ( In ro Q '� m N rn a c F- 13 o v 0 c x .-0 cf) O x 0 .. cc 2 (o o. n2 rn of Q w O j x 'C O o ft = 1,33, N N N -� �_ v > �' F- Q! N ro to r ,-+ Q I-- N iJ u ul 0 coo O s v rxa icy a o v N d V 7 G) N aye) O 4! O u O Q. M CO 0. U u- > G 0 `O m W v1 1" CJ V v1 Q )--1 o. Z .. LL N) I-- U V VI 16K5 4 I r13 .�.. G _. C a) a) co ro `yY v "0 "CS 4J C C ro o o N ial N > I n , O . Y E v o •= o I o0 O a) o n_ w 1, v >_ ;3 O a) ' 4 U - E o c a) 1 C 1 - a a Q , 3 C ' CU 1 o r all i c •-p -z > I a) to as a, O L tin m-L_ - � s I a o w E EI i v L ` C co CO1 c C nn O co a) +�-, 1 O m a) o v co a) .`O .C1 (D v u O o .? 1 E RsO p O II) I '.G u` ,_ v a- al v j co v n v v > , U v> 1 N Ou S G 1-4 C Z1 E •� G as o o co I I v U cvo + .) - C E U '! C aco L CD _C -C Ol I •> 1 F- a) co 1 tiA 1 L ro 'vi "_ E I C 0.0(1) O f 0 .� C > (7 , vvi ro p . 73 N v `n co NL o v a j o E I v a) VI • a nn o i N o O uG +- I an 4-, C •" v; `D I v�i +, u ! - C. C +-, ,-, 1 ro 3 ura .� U O vCO v n a 0 I 2 ro -0 • v ao ,., ` a -- v O U r rJ Z cn Q O O n n u C a) o vim, u ' A CL -O - E C I u Q Q U ierri GO O - N- C +, o o E 6 -c Cl.) = ( O ,--1 -) ry U 0 i C d- U C v - v, i cZ E 1 u lDcis rO +� '� 1 C7 ro y O OOc > Oa_ +•� C O O -� u O ry H. EE r= _ N .� Q a 0 • a) +-, I an > a O v ,� o -0 •a >, °' 1 3 J v f° O -' CJ G C p C�J a) n ,- >O > I -Y 1-- a C c - v O r rt3 _0 v 0.) 0 r^ O E u ' ,n s ; -0 E •U ro a; -G u aco I v ) V a0 O1 V v F v n v '-'D pn co M i _ �= CUl -7C �CL O • C @ (pi ro v O 1 ° C ro v •i GLv a i -� p O q• v xO Q c v C LZ -o v v � > v v v CO O a) _ aucdVI'CO a) f-- a) v a) .0 a) ; • 1- v a) • a) vs ,n a +-' 1 o c -o _v +� CO +- (0 a) o = co ro a) O ; x.. a) 0 v C C U a) - 0 v O i i 7 Y v -C vi C , I.L. t4 F- cI cn < - - I- i � U) i- u v U) 0 a. 1- , 1 6 K 5 u � v -E a) c •— O p o O J -o u u v o c 0 3 0 ` v Y C VI v a) O w C z LL 0. ( ro rta N of v X a-+ *Si__ s) = n u a) C a) • ,- J *A"v . O .v E v u L) `- u a) O C elL,I �{ • O L O O ^(. j"i Eli•, O (�' + 4 v N M _c a) on a) o +� v •c 4-' C1J.r u c s �- c x 0 i o v 3 L� 0 a) J V +, CZ S:5 — >, -= aC) 01 C E c ,5 m 04 L E C °' CD o -a 1� ,. -3 CU C). O C 0 (U a) i Ol N u j} U V) C v -� C U `�...J 'N aJ � C .c N 0u '- Q O -D a) :) C vi 0_ n -O C v- Q vi • a) O u O L E a) a co _c L (O 42 3 , a) 'U -I- C-CU c ai a) 4- O� O NJ v) t le) V O — Q to ro to ro to °�c ; o L O a) O Ca) O � v sa ° c : in :c 2 ,c on u I C (t) + C (o - 3 _o -o C71 ((U 3 (9 C I vl N N .C: co 0 .� c O vL ro +� c �7 m .r0, N I n , LL. 0 N� cofa a -0 v v _C 1 o a 0 a) C Q C C u_ t u O p Q o C c ou c `~ °c ou 73 O o F c Ln n co CO O ti ry fO L^ l O + C u a) _c o T N 0 •- U Q u c .O O A cp C a) +• cm 0 0u u n �o a) O r p a) ' o• _ le) L Q Q as 3 c wi d' N E c E ai o v) v 3 -a E C-J ro >- v 0 o m a- p o� a) ° u -0 -p `._ a-' -C o ra a) C E -o -O +-, — - Lc) u L) C co O V Q O Q ra C c -Fs O L >, u_ N 'S L kr,E Q) c M +-• m n Q V V) t v 0 � L - 0( C N C7 - -O co ✓ N E o v; o 0 (o •C (o a) u E 0 p •` m rb o Q.. C w 10 sn 0) ▪ c c X . >, a) 2 c Q- NCirn o2 -0 • U a) Y Q 1� U ��- C u > +_n3 a) N N cu Q a) +.i 4., n E C I E •F; O m a) v .v X a) O p C u +� (CI C u .- (B Q) C ` a) a) O r6 p C 0 = X a) a) VI L ✓ V) H. 0u 0 � _c O I o a C ) - 3 O ro � L a- CO O _C a) CO O ( U- VI 1- CJ V rn -� I— Q 0_ l7 r r) CL) LL u 0_ 0 ,+- 16K5 -vs a '+ LE 0 o 0 s : v 0 vs a 2 C c .0 _ a uVI w ra co 'C4-E'c' +' - � -oO +' - v> v, v Q ' -0 ), a) rco 0) a) C u coE 'L _o X O .O V/ al O., u O ), v C O .`^ O -0 ra n E _oc. D • . Vl o V a• '� u N 0 = 0 LL v-cO N +O >C +' z C.) DN u 0 o Q E • O c dJ a A Co a) co E u N a) O c O' C) u ra ra+�-+ - V O '0 -0 > no > c v CO .> CO O _ tin E Ou O 0 ra •L- E Q- •ro m i--, 3 +� a) o co o a) E E Ua o 0 >' -0 a) VI VI C ra a) C CO cm i -O c vs CID 061, vi ci)0 Ol _C q ca r° -— m m - as +' _ N a) vi c c +, o c cz o o .> coai ca c a) O c (7 Qa) a n m r vi co v= N C E 0 Q 0OL.) 22. uV a E A---' � > ' Cam) + n O O a) n +' ra 3 V) 4_, i +-, a'' V) U O O• C a ra Q) u Q u O U c cu i`a., • cn V i v C13p 0 - O� ,0 CU -OCll J > Q _^ c _ < CO 1- N + a4-4 s O •F-- o3 a 0.'j v 3 r O E v u > 0 al C O) a) O , .O C a) V ro LL v c O vi 0 0 0 .7 c c V 0 N .I-, N C..) c "D C u a) CL• > v1 ra 0 S t C a) c •+-+ LL u C vi ca y tp n 3 v O C C7 >, a O co cn c - z o •0- d ra o a) o 0 o- Q 0u LL ra 40- u v a n O -� n L-10 Oa) O cCa ) o v�i A p E 0 O 0 O >0 td, L u O — • O E .> N N O E u D 4-' OC O 'u ON j _ c c E o Q7 O7 > E a) N O + p ra v II N E Ud .v 3 0 a) a, •"1- x >, •'_ E E o .° >, s- ri en @_) O • E@ i cu LL m w -0, c ra c aui 0 g a� @) C J �C Q c +� 7 w C C O •@J E vv, Cr d m - O �n 0 a) uu a) 0 w 0 aEi c ra V v�i c l vi 'd . p a Imo- rN O vi N V N V c Lt13 o .c t vi O +' , co 0 p 'C m a0 rn O_ E w -0 a) — '.,-. -0 cu B c co 07 C o o 2 >, a) C ra a N Oi +}' O 2 Q -Q La i a `^ Q ..Q D N J •— +-+ -o C cn I m .0 U ca . , •Ln C no O v U1 0 0 v -0 u ''`' 0 0 ( >' > a) N ' r0„ ,, a) O 0 I-- C) v O a) v .. m r_ o a) § '5 a) O '- CO) O C a) x a) w v.) cu 'O o Q m Q - v S — a) Q a l7 m m a U u 0 I— 'n c u v)i I— u C\ .___.i 16K5 /14) ,$) s WPM Southern LLC LSt. D w' 4391 Colonial Blvd., Suite 105 1-6 tyc � � Fort Myers FL 33966 / Cf" March 24, 2021 Revised 5/1D/21 by JL Mr. Robert Wiley, Principal Project Manager Mr. Robert Middleton, Director Growth Management Department Department of Utilities COLLIER COUNTY CITY OF NAPLES 2685 S. Horseshoe Drive, Suite#103 3280 Riverside Circle Naples, Florida 34104 Naples, Florida 34102 Re: Request for Time Extension and Mobilization and Maintenance of Traffic Costs Dear Messrs. Wiley and Middleton: To follow up on our previous requests, conversations, and correspondence, WPM requests a formal contract time extension of 230 days as a result of(1) the 113-day suspension of roadway stabilization work during the period in which the Owner would not pay for it; (2) the events described on Change Orders 2 and 4, which added 76 and 4 days to the schedule, respectively; (3) the delays in the engineer's answer to RFI 34, which caused a 23-day delay to critical path work on 10th Street; and (4) the revisions to the design of the storm water drain on 10`h street, which added 14 days to the critical path. While other events also impacted progress on the project, these are the most significant and are the events we believe the parties should focus on at the present time. In addition, WPM requests compensation for the additional maintenance of traffic costs through the projected date of substantial completion, May 13, 2021, and additional mobilization costs through the projected date of final completion, June 10, 2021. We attach documentation of the delay and the costs for your review, and we summarize the rationale for them below. A. Time Extension Aaaail d;rv�c S � 6 c' 9- -20 (1) Roadway Stabilization Suspension. The time extension associated with the suspension of roadway stabilization work is easily demonstrated. The engineer, Grady Minor, mischaracterized the ground conditions associated with the roadway stabilization work, and WPM exceeded the engineer's estimate of the quantity of it. On September 21, 2020, County rejected WPM's pay application and informed WPM that it would not pay for any work above the engineer's estimate, forcing WPM to stop work on this activity on this date. Unfortunately, roadway stabilization is a controlling activity on WPM's schedule. While WPM was able to work elsewhere, the suspension of this activity extended the project's critical path for the duration of the suspension. WPM was not released to resume work on this activity until the CAC' 16K5 County resumed paying for it (at the original unit price) through unilateral Change Order 3 on January 12, 2021. Thus roadway stabilization work was suspended for a period of 113 days. This critical path delay is documented by WPM's current schedule, which shows roadway stabilization on Wisconsin Drive beginning on September 7, 2020,but not finishing until January 19, 2021. (2) Change Orders 2 and 4. The 76 and 4-day time extensions associated with Change Orders 2 and 4 are uncontroversial, as the periods have already been agreed upon. We attach Change Orders 2 and 4 for your reference. (3) RFI 34. The 23-day time extension for delays in the response to RFI 34 is summarized in WPM's Request for Change Order No. 34, a copy of which is attached. Briefly, the answer to this RFI came 23 days beyond the 30-day RFI response deadline set by the contract documents. WPM's crews were unable to make headway on 10th Street as a result, an impact which also affected work on intersecting streets. The City and County are responsible for the delays caused by their engineer's failure to answer this RFI in a timely manner, and WPM is entitled to a time extension as a result. (4) 10th Street Storm Drain Revisions. The engineer's revision to the storm drain system on 10th Street is also a design-related impact for which the City and County are responsible. As set forth in WPM's Request for Change Order No. 38 (attached), these design changes were the result of the engineer's failure to accurately assess site conditions and failure to identify numerous city utilities, which Sunshine 811 also failed to mark. Ultimately, some 15 structures were affected by the site condition errors, and numerous structure elevations were revised to accommodate the utility conflicts. WPM is entitled to a contract time extension of 14 days as a result of these design revisions and utility conflicts. B. Mobilization and Maintenance of Traffic The current schedule forecasts substantial completion to occur on May 13, 2021, a day before what the new contractual deadline for it will be once the events described above are accounted for. This new date, however, means WPM will have incurred 229 days of additional mobilization and maintenance of traffic costs. The added MOB and MOT costs are compensable, as they result from the Owner's project management decisions that led to the 113- day suspension for excess roadway stabilization quantities and result from the engineering errors that prompted Change Orders 2 and 4 and the events described in Request for Change Orders 34 and 38. Section 10.4 of the general conditions governs increases in the Contract Amount for Owner- caused events. In general, this section limits compensation to the Contractor's actual additional costs, plus a factor for overhead and profit. Because the contract documents also set the base cost of mobilization as a lump sum (based on a percentage of the total contract price), reference to FDOT-allowable percentages for mobilization is an appropriate method to use when calculating amounts due under Section 10.4, since the FDOT formula is widely recognized as accurately approximating a Contractor's actual extended mobilization cost. Using the formula set forth in FDOT standard specification §4-3.2.1.4.b, the amount of additional mobilization to which WPM is entitled is $1,574.80 per day. WPM currently anticipates final completion to 2 16K5 occur on June 10, 2021, 28 days after substantial completion and 32 days before the 60-day post substantial completion deadline. Under the FDOT formula, WPM is entitled to additional MOB costs of$404,723.60 (229 days +28 days x $1,574.80=$404,723.60). The contract documents also set payment for maintenance of traffic on a lump sum basis. Yet, WPM incurs cost for this work item every day, which makes compensation for extended traffic maintenance on a per-diem basis the appropriate method under Section 10.4 of the general conditions. Prorating the bid amount of$975,712.00 over the original contract time of 730 days results in a per diem amount of $1,336.59, and multiplying the per diem amount by the anticipated extended duration of traffic maintenance (229 days) results in compensable costs of $306,079.51. In sum, WPM requests a change order formally extending the contract time by 230 days and increasing the Contract Amount by $710,803.11, to address additional mobilization and maintenance of traffic costs. Please review the supporting materials and let us know if you have any questions about them. We look forward to discussing this matter with you in the near future. Respectfully, Mike Swartz Project Manager 239-316-8051 Mswartz@wpmcivil.com 3 16K5 WPM Southern, LLC. 4391 Colonial Blvd. Suite 105 Telephone (239)288-4523 Fort Myers,FL 33966 March 24, 2021 Mr. Robert Wiley, Principal Project Manager Mr. Robert Middleton, Director Growth Management Depailuient Department of Utilities COLLIER COUNTY CITY OF NAPLES 2685 S. Horseshoe Drive, Suite#103 3280 Riverside Circle Naples, Florida 34104 Naples, Florida 34102 Re: Request for Time Extension and Mobilization and Maintenance of Traffic Costs Dear Messrs. Wiley and Middleton: To follow up on our previous requests, conversations, and correspondence, WPM requests a foinial contract time extension of 230 days as a result of(1) the 113-day suspension of roadway stabilization work during the period in which the Owner would not pay for it; (2) the events described on Change Orders 2 and 4, which added 76 and 4 days to the schedule, respectively; (3) the delays in the engineer's answer to RFI 36,which caused a 23-day delay to critical path work on 10th Street; and (4)the revisions to the design of the storm water drain on 10th street, which added 14 days to the critical path. While other events also impacted progress on the project, these are the most significant and are the events we believe the parties should focus on at the present time. In addition, WPM requests compensation for the additional maintenance of traffic costs through the projected date of substantial completion, May 13, 2021, and additional mobilization costs through the projected date of final completion, June 10, 2021. We attach documentation of the delay and the costs for your review, and we summarize the rationale for them below. A. Time Extension (1) Roadway Stabilization Suspension. The time extension associated with the suspension of roadway stabilization work is easily demonstrated. The engineer, Grady Minor, mischaracterized the ground conditions associated with the roadway stabilization work, and WPM exceeded the engineer's estimate of the quantity of it. On September 21, 2020, the County rejected WPM's pay application and informed WPM that it would not pay for any work above the engineer's estimate, forcing WPM to stop work on this activity on this date. Unfortunately, roadway stabilization is a controlling activity on WPM's schedule. While WPM was able to work elsewhere, the suspension of this activity extended the project's critical path for the duration of the suspension. WPM was not released to resume work on this activity until the County resumed paying for it (at the original unit price) through unilateral Change Order 3 on January 12, 2021. Page 1 of 3 16K5 WPM Southern, LLC. 4391 Colonial Blvd. Suite 105 Telephone (239)288-4523 Fort Myers,FL 33966 Thus roadway stabilization work was suspended for a period of 113 days. This critical path delay is documented by WPM's current schedule, which shows roadway stabilization on Wisconsin Drive beginning on September 7, 2020, but not finishing until January 19, 2021. (2) Change Orders 2 and 4. The 76 and 4-day time extensions associated with Change Orders 2 and 4 are uncontroversial, as the periods have already been agreed upon. We attach Change Orders 2 and 4 for your reference. (3) RFI 36/RCO 34. The 23-day time extension for delays in the response to RFI 36 is summarized in WPM's Request for Change Order No. 34, a copy of which is attached. Briefly, the answer to this RFI came 23 days beyond the 30-day RFI response deadline set by the contract documents. WPM's crews were unable to make headway on 10th Street as a result, an impact which also affected work on intersecting streets. The City and County are responsible for the delays caused by their engineer's failure to answer this RFI in a timely manner, and WPM is entitled to a time extension as a result. (4) 10th Street Storm Drain Revisions. The engineer's revision to the storm drain system on 10th Street is also a design-related impact for which the City and County are responsible. As set forth in WPM's Request for Change Order No. 38 (attached), these design changes were the result of the engineer's failure to accurately assess site conditions and failure to identify numerous city utilities, which Sunshine 811 also failed to mark. Ultimately, some 15 structures were affected by the site condition errors, and numerous structure elevations were revised to accommodate the utility conflicts. WPM is entitled to a contract time extension of 14 days as a result of these design revisions and utility conflicts. B. Mobilization and Maintenance of Traffic The current schedule forecasts substantial completion to occur on May 13, 2021, a day before what the new contractual deadline for it will be once the events described above are accounted for. This new date,however, means WPM will have incurred 229 days of additional mobilization and maintenance of traffic costs. The added MOB and MOT costs are compensable, as they result from the Owner's project management decisions that led to the 113- day suspension for excess roadway stabilization quantities and result from the engineering errors that prompted Change Orders 2 and 4 and the events described in Request for Change Orders 34 and 38. Section 10.4 of the general conditions governs increases in the Contract Amount for Owner- caused events. In general, this section limits compensation to the Contractor's actual additional costs,plus a factor for overhead and profit. Because the contract documents also set the base cost of mobilization as a lump sum (based on a percentage of the total contract price), reference to FDOT-allowable percentages for mobilization is an appropriate method to use when Page 2 of 3 16K5 WPM Southern, LLC. 4391 Colonial Blvd.Suite 105 Telephone (239)288-4523 Fort Myers,FL 33966 calculating amounts due under Section 10.4, since the FDOT formula is widely recognized as accurately approximating a Contractor's actual extended mobilization cost. Using the formula set forth in FDOT standard specification §4-3.2.1.4.b, the amount of additional mobilization to which WPM is entitled is $1,574.80 per day. WPM currently anticipates final completion to occur on June 10, 2021,28 days after substantial completion and 32 days before the 60-day post substantial completion deadline. Under the FDOT formula,WPM is entitled to additional MOB costs of$404,723.60 (229 days+28 days x $1,574.80=$404,723.60). The contract documents also set payment for maintenance of traffic on a lump sum basis. Yet, WPM incurs cost for this work item every day, which makes compensation for extended traffic maintenance on a per-diem basis the appropriate method under Section 10.4 of the general conditions. Prorating the bid amount of$975,712.00 over the original contract time of 670 days results in a per diem amount of$1,456.29, and multiplying the per diem amount by the anticipated extended duration of traffic maintenance (229 days) results in compensable costs of $333,490.41. In sum, WPM requests a change order formally extending the contract time by 230 days and increasing the Contract Amount by $738,214.01,to address additional mobilization and maintenance of traffic costs. Please review the supporting materials and let us know if you have any questions about them. We look forward to discussing this matter with you in the near future. Respectfully, Mike Swartz Project Manager 239-316-8051 Mswartz@wpmcivil.com Page 3 of 3 16K5 Office of the County Attorney Jeffrey A. Klatzkow Deputy County Attorney•Scott R.Teach Managing Assistant County Attorney•Heidi F.Ashton-Cicko* Colleen M.Greene 'Board Certified Clty,County and Local Government Law Assistant County Attorneys•Sally A.Ashkar Jennifer A,Belpedio Derek D.Perry December 8, 2020 Via Email: mlk@infkayusa.com And Regular U.S, Mail Michael F. Kayusa,Esq. 2077 First Street Suite 201 Fort Myers, FL 33901 Confidential Communication Provided Only for Settlement Purposes and Inadmissible for Any Other Purpose. Re: Project Name: West Goodlette-Frank Road Area Joint Stormwater-Sewer Project Tri-Party Construction Agreement No. 18-7322 Your Client: WPM-Southern, LLC Subject: Disputed Unit Price Quantities Dear Mr. Kayusa: This correspondence is a follow-up to your letter dated December 3, 2020. The County and its consultants do not dispute the amount of increased quantities identified to complete the project as shown in your correspondence received on December 3, 2020, and as further set forth below. I have more specifically broken out the materials per original bid quantity, that portion per square yard up to 25% of the original bid quantity, and the remaining amount in excess of 25% of the original bid quantity, as follows: Stabilized Subgrade • Original Bid Quantity 35,000 sy • Up to 25% of original bid quantity 8,750 sy 43,750 sy • Additional amount over 25%of original bid quantity 7,178 sy Projected Final Project Quantities 50,928 sy 3299 East Tamiami Trail,Suite Soo • Naples Florida 34112-5749 • (239)252-8400 • FAX:(239)252-6300 CAO 16K5 Base Rock • Original Bid Quantity 30,000 sy • Up to 25% of original bid quantity 7,500 sy 37,500 sy • Additional amount over 25% of original bid quantity 4,640 sy Projected Final Project Quantities 42,140 sy Roadway Asphalt • Original Bid Quantity 29,000 sy • Up to 25%of original bid quantity 7,250 sy 36,250 sy • Additional amount over 25%of original bid quantity 3,990 sy Projected Final Project Quantities 40,240 sy Driveway Asphalt • Original Bid Quantity 1,200 sy • Change Order#1 increase amount 467 sy • Current Approved Quantity 1,667 sy *Up to 25%of original bid quantity= 300 sy/ Current approved quantity is 467 sy over original bid quantity. • Additional amount needed greater than agreed Change Order#1 2,032 sy • Projected Final Project Quantities 3,699 sy Although your recent letter references "Driveway Asphalt" as a material that needs to be addressed, Change Order No. 1 previously updated that quantity per the original bid unit price to 1667 square yards,which amount is already greater than the 25%increase,as depicted above. The parties have had no prior discussions regarding an increase of unit price for this material, and it is appears that no further unit price increase is warranted. The Additional Amount Over 25% Original Bid Quantities The"Additional amount over 25%of original bid quantity"represents the amounts the parties can discuss the i.ossibility of unit price increases. County staff in consultation with its consultants Where does it say this? 11.1 does not say this! 2 I P a g e cAc; When pricing a change, where does the contract point to current bid prices or 1 6 K 5 FDOT historical for pricing? 10.4 of the contract says to use labor equipment and material rates when coming up with pricing which is exactly what has been provided? Is this a bad faith effort on behalf of the owner? conducted an analysis on the current roadway unit construction cost. The County's discussion as to each of those material unit prices follows: Stabilized Subgrade (Contract Bid Item 1.7) Based on comparisons with six Collier County Utility projects that include similar work as this one,the average unit price for Stabilized subgrade,including WPM's contract unit price(of$7.00), is $5.34 a square yard. When using FDOT's published historical costs, the average unit price for Stabilized Subgrade is $7.23 a square yard. WPM's previous request that the unit price for Subgrade be adjusted to $13.08 cannot be substantiated by any reasonable current comparison project. In fact, based on the current bid prices on recent local projects, WPM's original unit bid price is much higher than the current local bid price of$5.34. In fact, one of the recent projects reviewed and included to arrive at this average unit price calculation was a nearly identical project in Collier County(located at 108th and 109th Avenue),where the bid closed on November 23,2020. Based on the above, the County would be agreeable to keeping the original unit material pr. e rather than negotiating down the current price of Stabilized Subgrade per square yard. Limerock Base(Contact Bid Item 1.8) Low bidder was 1.95 mil Low Based on comparisons with six Collier County Utility projects including similar work,the average unit price for 6" thick Limerock Base,including WPM's contract unit price(of$11.55), is $12.49 a square yard. However, three of those six projects specify 8" thick Limerock Base (versus the 6" for this project). Utilizing a comparison based upon the percent difference between the 6" and 8"thickness,the average unit cost including WPM's above mentioned unit price,is actually$10.98 a square yard. When using FDOT's published historical costs, the average unit price for 6" Limerock Base Base Group04) is $17.86 a square yard; but that figure included an outlier unit price of (Optional � q g $25.63 a square yard based on a project involving only the placement of 3,278 square yards of material, which is less than 9% of the total amount of Limerock to be placed on this project. WPM's previous request that the unit price for Limerock be adjusted to $13.68 cannot be substantiated by any reasonable current comparison project. Again, one of the recent projects reviewed and included to arrive at the average unit price calculation of$12.49 a square yard was the same nearly identical project in Collier County referenced above (located at 108th and 109th Avenue),where the bid closed on November 23,2020. Based on the County's analysis the original unit price for Limerock Base is consistent with recent local projects and should remain unchanged. 2 ''/2"Asphalt(Contract Bid Item 1.9) Based on comparisons with six Collier County Utility projects including similar work,the average unit price for 2 1/2" thick Asphalt, including WPM's contract unit price (of$14.00), is $17.85 a square yard. When using FDOT's published historical costs, which are based on tons of asphalt 3JPage i'. CAS' 16K5 placed,the average unit price per ton for Superpave Asphaltic Concrete,Traffic C is $95.70 a ton. Utilizing FDOT's Basis of Estimates and converting the ton unit price to a square yard unit price (based upon the total asphalt needed for this project), the average unit price is $13.16 a square yard. Based on earlier discussions between the County and WPM,based on comparisons to other recent local projects, an enhanced unit price of$15.69 a square yard might be justified. Notably, WPM submitted bids on both the County's 95th Avenue and 96th Avenue Public Utility Renewal Projects,which are both nearly identical in terms of material as this project. In fact, the 95th Avenue project was bid during the same time frame as the West Goodlette-Frank ("WGF") Joint Stormwater-Sewer Project. WPM's unit price for the road work is as follows: 95th Avenue Public Utility Renewal Project(April 2018) Description Estimated Unit of Unit WPM's WGF Quantity Measure Price Contract Unit Price Road Restoration — Stabilized 21,400 SY $3.10 $7.00 Subgrade Road Restoration—Limerock Base 16,500 SY $14.00 (8-inch) Road Restoration—2 %Z"Asphalt 12,750 SY $19.00 $14.00 96th Avenue Public Utility Renewal Project(June 2019) Description Estimated Unit of Unit WPM's WGF Quantity Measure Price Contract Unit Price { Road Restoration — Stabilized 14,750 SY $4.80 $7.00 Subgrade Road Restoration—Limerock Base 12,650 SY $12.00 (8-inch) Road Restoration—2 ''/z"Asphalt 11,000 SY $18.20 $14.00 i'. In both of the above projects bid by WPM, its unit price bid for stabilized subgrade is less than what it bid for the West Goodlette-Frank Joint Stormwater-Sewer Project. is 4Wage 16K5 Based upon the above analysis, there doesn't appear to be any basis to enhance the unit price for either the Stabilized Subgrade or Limerock Base because recent local projects and FDOT averages do not support an increase for those materials. As to the 2 1/2"Asphalt,the County acknowledges that the unit price for that material is somewhat lower when compared to recent local similar projects and FDOT averages. The County would be open to a discussion to enhance the unit price for the Asphalt, but it would also require a discussion concerning reducing the unit price of the Stabilized Subgrade,which has seen a significant reduction in price on recent local projects. Please understand that in order to address a revision to the unit prices for the materials in excess of 25% of the original estimated bid quantities the County will require supporting evidence that substantiates such increases or decreases. Request for Additional Days Another request that WPM has made is that 116 additional days be added to the agreement. WPM has not provided any substantiation that would comport with requiring this number of additional days to complete the project nor has it filed a claim for additional time in accordance with the requirements of the agreement. Based upon the County's calculation, it can agree to provide twenty-two (22)days based on the following justification. WGF Day request RCO No. Description Days Requested Collier County& City of Naples Response Days Acceptable County agreesrequest. 5 Collier with this 16 Rosemary Regrade 5 24 Rosemary Regrade+Asphalt 4 Collier County agrees with this request. 4 Driveway Quantity 18 Ridge Wingwall Extension 5 Collier County agrees with this request. 5 21 FW-200 Structure 15 Collier County is not in agreement with this request; 1 Modifications and Top The contractor continued to work on the project. Collier County is willing to approve 1 additional day for this work. 22 Added Fire Service at 1 The City of Naples agrees with this request. 1 Rosemary West Sandbanks LLC 30 Hemmingway Structure 2 Collier County is not in agreement with this request; 1 Modifications Due to per the Contractor'RCO work hours equate to 0.5 Existing Utilities days. Collier County is willing to approve 1 additional day for this work. (See RCO response for additional information). 32 FPL Pole Hold on Rosemary 4 Collier County is not in agreement with this request; 0 Coordination with utility owners and scheduling the Ln work accordingly is the contractor's responsibility. (See RCO response for additional information). Weather Days Tropical 2 Collier County only approved 1 day per the WPM 1 Storm/Hurricane ETA request. The second day requested by WPM was a holiday and WPM did not receive work approval from the County. 5IPage CAO 4.11 of the contract 1 6 K 5 disputes this. All parties agree to the amounts but the owner cannot pay 29 Ohio Drive W-F' Pole Shut 1 Collier County is not in agreement with this request. 0 Down Per the requirements of the ROW permit;work can be stopped if deemed"the health,safety,or welfare of the public is determined to be at risk. The ordering of cessation of work on the basis of health, safety,or welfare shall not be cause for damages against the County or its representatives." (See RCO response for additional information). 33 10th St Utility Conflicts 10 Collier County is not in agreement with this request; 0 locating/potholing is the contractor's responsibility. (See RCO response for additional information). 34 RFI Delay 10th St • Collier County&City of Naples are not in 0 agreement with this request;the Contractor continued work in other areas of the project. The Contractor has still not begun work in this area. (See RCO response for additional information). 25 Roadway and Driveway 38 he application of additional quantities will not 0 Overages result in further time. 27 Manhole Removal on Ohio 1 City is not in agreement with this request. Removal 1 West of existing utility is required per contract. 31 Existing RCP Removal 10th 3 Collier County is not in agreement with this request; 1 St request per RCO is 1 day,Collier County is in agreement with 1 day. (See RCO response for additional information). Weather Day Rain event 12- 1 Collier County&City of Naples agree with this 1 7-2020 request. Weather Day Rain event 10- 1 Collier County&City of Naples are in agreement 19-2020 with this request. Total tabulation of days 116 22 Other Issues Finally, the County wishes to bring up a recent development that requires WPM's attention. Recently one of WPM's subcontractors,Mersino(Global Pump) ontacted County staff and stated that it had not been paid for work that had clearly been re' bussed to WPM on Payment Application #20. As you know, the County's Payment Appli•.tion includes a Release and Affidavit form where the contractor swears under oath that it has r imbursed the subcontractors for which payment is being sought. The work performed for Payment Application # 20 covers the period for work for the time from August 1,2020 through Septemb;r 18,2020. Please confer with your client and advise whether it erred on this payment application. Once you have had an opportunity to review the entirety of this letter,plea - let me know how you wish to proceed. The County is committed to taking expedited steps to pro dote a quick payment to your client,and can quickly provide a Change Order updating the additiona quantities and days as referenced and as discussed herein. They billed the wrong project. The county has a With respect to MOB and MOT - What is the counties position? number of items that are complete and have yet to . pay WPM. 16K5 Sincerely, /LL Scott R. Teach Deputy County Attorney cc: Jeffrey A. Klatzkow, County Attorney Amy Patterson,Division Director—Capital Project Planning,Impact Fees&Project Mgmt. Robert Wiley,Principal Project Manager { 71Page 16K5 KOTZ SANGSTER ATTORNEYS AND COUNSELORS AT LAW 400 RENAISSANCE CENTER R.Edward Boucher SUITE 3400 (313) 259-8582 Direct DETROIT, MICHIGAN 48243-1618 rboucher@kotzsangster.com (313)259-8300 Main (313)259-1451 Fax W W W.KOTZSAN GSTE R.COM March 16, 2021 Paul J. Ullom, Esq. CARLTON FIELDS Corporate Center Three at International Plaza 4221 W. Boy Scout Boulevard, Suite 1000 Tampa, Florida 33607 RE: WPM Southern,LLC and Collier County/City of Naples West Goodlette-Frank Road Area Joint Storm Water Sewer Project Dear Mr. Ullom: i This law firm is corporate counsel to WPM Southern, LLC ("WPM"), and we respond to your letter of January 29, 2021 regarding WPM's request for unit price increases for three contract line items on the West Goodlette-Frank Road Area Joint Storm Water Sewer Project ("Project"). Briefly, the County misunderstands the facts of this situation and misapplies the contract. Moreover, the offer to accept service of process is counterproductive and inflammatory. WPM is confident in the strength of its position,but the parties are better served by completing the project and closing it out in accordance with the contract, rather than by preparing for litigation. I. Grady Minor mischaracterized the ground conditions, leading to underestimated quantities of material to complete line items 1.7, 1.8 and 1.9. We remind you that this issue grows out of a design error. Well into the project, WPM discovered the engineer, Q. Grady Minor Associates, ("Grady Minor"), misjudged the ground conditions in multiple areas of the project. This mischaracterization affected the nature of the roadway stabilization work most significantly. Whereas the contract documents indicate very little imported material would be needed, the actual conditions differed considerably, and WPM was forced to import a tremendous amount of material, export a tremendous amount of material, and revise.the character of the work involved with these contract line items. Contrary to the statement in your letter, WPM did not err when it priced this work. Rather, it is Grady Minor's mistake that has led us to this point, a fact Grady Minor, to its credit, has acknowledged in its own description of this issue: Grady Minor believes that the low calculated quantities were due mainly as a result of ( a large push to get the project out to bid by the City and County. ... The City/County West G-F Road Project did not follow the typical project life cycle, as a result of the rush 96151.120'2806982 "'"''" Member ofLAN n�o WnkANa. DETROIT I BLOOMFIELD HILLS i GRAND RAPIDS I NILES i SOUTH HAVEN i ST. JOSEPH 16K5 KOTZ SANGSTER WYSOCKI P.C. Mr. Paul J. Ullom CARLTON FIELDS March 16, 2021 Page 2 of 4 to get the project to bid, there was not adequate time provided for review, comment, correction, and checking. **** As a result of the rush to get the bid documents advertised, we believe some quantities were not tallied and there was not enough time provided to fully review the contract documents before they were bid. (Emphasis added). In light of Grady Minor's failure to accurately assess the ground conditions, the County would be hard- pressed to persuade a trier of fact that WPM should shoulder the responsibility of completing the roadway stabilization work at a loss. II. The County has maintained an unreasonable position throughout the entire project. On October 13, 2020, WPM invoked Section 11.1 of the General Bid Instructions, which were incorporated by reference as a Contract Document, seeking to re-negotiate the subject unit prices, "where the actual quantity varies by more than 25 percent from the estimate at the time of the bid." However, the County said it would only consider price modifications for quantities exceeding this threshold — even though the contract does not provide for such a limitation and even though the engineer's mischaracterization of the work affected the cost of the entire work item. Section 10.4 of the general terms and conditions contemplates payment of the contractor's "reasonable direct labor and material costs" and "reasonable actual equipment costs" in the event of change in the work. Whereas, WPM has been willing to prove its actual costs for the roadway stabilization work, and thereby comply with Section 10.4, the County has refused to follow this section of the contract. The extensive history of correspondence establishes this and casts doubt on your assertion that the County has been acting in good faith. Just the opposite, in fact. The County refused to pay for any roadway stabilization quantities above the engineer's estimate. This stopped critical path work and has led to tremendous inefficiencies. Worse, the county issued a proposed change order that would have required WPM to waive its claim for the actual cost of the stabilization work. And the County steadfastly held to its position that WPM must waive its claim before ANY payment for the additional quantities would be made. This comes against the backdrop of the County's late payment to WPM for multiple items of work— in some cases, as many as nine months have elapsed between perfoiniance and payment — as well as the County's refusal to pay for numerous other quantities that exceed Grady Minor's estimate. Simply put, the County cannot legitimately claim it has been acting in good faith on this issue. 96151.120 2806982 Member ofUVV DETROIT I BLOOMFIELD HILLS I GRAND RAPIDS I NILES I SOUTH HAVEN I ST. JOSEPH 16K5 KOTZ SANGSTER WYSOCKI P.C. Mr. Paul J. Ullom CARLTON FIELDS March 16, 2021 Page 3 of 4 III. Work Directive Change 13R is Invalid and Unenforceable While the County did indeed issue Work Directive 13R on November 13, 2020, the County is mistaken in its belief that WPM waived its right to renegotiate the unit prices for the three roadway stabilization work items. To begin, WPM had submitted a claim for this issue already. The procedural requirements of the contract have thus been satisfied. Moreover, at the same time the County issued Work Directive 13R, the County was at the same time refusing to pay for roadway stabilization quantities above the engineer's estimate, in clear violation of the contract. Please recall the County must "continue to make payments in accordance with the Contract Documents during the pendency of any Claim" under section 11.3 of the general conditions. Likewise, WPM is only obligated to perform disputed work if the County"continues to pay Contractor all amounts that County does not dispute are due and payable" under section 4.11. The County's violation of these requirements render the work directive, and the procedural defense based upon it, ineffective. IV. WPM Has Asserted a Claim Regarding Line Items 1.7, 1.8, and 1.9 The extensive correspondence exchanged between WPM, Robert Wiley (Project Manager for Collier County) and Alyson Holland (Project Manager for the City of Naples) between September and December 2020 clearly demonstrates that WPM submitted a timely notice of claim regarding the roadway stabilization line items. The County's refusal failure to address WPM's claim only exacerbated the dispute and,worse, led to a 167-day delay on the Project. In pursuit of its claim, on October 13, 2020, WPM submitted written correspondence to Mr. Wiley and Ms. Holland invoking Section 11.1 of the General Bid Instructions seeking to re-negotiate unit prices for line items 1.7-1.9. WPM wrote in part: As you know, the roadway items 1.7 (Stabilized subgrade), 1.8 (Limerock Base 6"), 1.9 (2.5" Asphalt) amounts on the bid tab have increased 15,928 SY (46%), 12,140 SY (405), and 11,240 SY (39%) respectively. All of these amounts are in excess of 25% which outlined in section 11.1 of the builder's instructions and are therefore re-negotiable at the discretion of the Project Manager and the Successful bidder. The discretion of the PM and the contractor must be exercised in good faith. We are certain everyone would agree that good faith would entail covering the actual cost of these items. In response to WPM's Claim relating to line items 1.7-1.9, on or about October 30, 2020, the County sought to force WPM to accept proposed Change Order 3, which attached the explanation and spreadsheet detailing the County's haste to get the bid out, causing Grady Minor to miscalculate the material quantities for these line items. Proposed Change Order 3 included an increase in "the quantity 96151 120 2806982 LAN b.d Member of vk.rw;e. DETROIT I BLOOMFIELD HILLS I GRAND RAPIDS I NILES I SOUTH HAVEN I ST. IOSEPH 16K5 KOTZ SANGSTER WYSOCKI P.C. Mr. Paul J. Ullom CARLTON FIELDS March 16, 2021 Page 4 of 4 of road restoration, stabilized subgrade, limerock base, and asphalt," but failed to address the merits of WPM's claim and failed to articulate how WPM would be compensated for the additional labor and material cost for the work described in proposed Change Order 3. In light of the months of email communications, failed re-negotiations and the numerous change orders and work directive changes heaped on WPM, it is completely disingenuous to now contend that WPM has not articulated a claim relating to line items 1.7, 1.8 and 1.9. In sum, WPM asserts a legitimate, well-supported, and contractually proper claim for readjustment of these three unit prices. We therefore suggest the County stop its (ridiculous) sabre rattling about service of process and focus on completing the Project. Finally, we remind you the parties' contract requires mediation on this issue as a condition precedent to litigation. In the event the County intends to move this issue into a formal dispute resolution posture, WPM will insist this procedure be followed. Sincerely, KOTZ SANGSTER WYSOCKI P.C. Edwai-(&gate/- R. EDWARD BOUCHER REB/JDS/st VIA ELECTRONIC AND USPS FIRST CLASS MAIL cc: Joe Leoni,WPM,Southern 96151.120 2806982 t Member of�j��tr DETROIT I BLOOMFIELD HILLS I GRAND RAPIDS I NILRS I SOUTH HAVEN I ST. IOSEPH 16K5 WPM Southern, LLC. 4391 Colonial Blvd Ste 105 Telephone: ((239) 288-4523 Ft. Myers, FL 33966 Fax: (810) 606-1411 Date: 10/13/2020 TO: Alyson Holland Robert Wiley RE:WGF Tri-Party Agreement Dear Allyson and Robert: WPM would like to use our right under the Contract Documents to renegotiate the unit prices on the items for the roadway work that have varied by more than 25 percent of bid quantities. As you know,the roadway items 1.7(Stabilized subgrade), 1.8 (Limerock Base 6"), 1.9 (2.5"Asphalt) amounts on the bid tab have increased 15,928 SY(46%), 12,140 SY(40%),and 11,240 SY(39%) respectively. All of these amounts are in excess of 25%which outlined in section 11.1 of the bidder's instructions and are therefore re-negotiable at the discretion of the Project Manager and the Successful bidder. The discretion of the PM and the contractor must be exercised in good faith. We are certain everyone would agree that good faith would entail covering the actual cost of these items. WPM has come to an agreement with Grady Minor on unit prices,using actual costs,for 1,8 (Limerock Base 6") of$15.18 and 1.9 (2.5"Asphalt) of$15.69. However, Grady Minor is only willing to pay these rates for the quantity above 125%of the bid quantity,rather than the entire quantity. This is not what the Contract Documents say,and it forces WPM to work at a loss. In an effort to re-negotiate a fair price for 1.7 (Stabilized subgrade),WPM is using actual costs to determine the revised price of the item. Please see Attachment A to this letter,which compares the bid price for the item ($7/SY) and the actual cost of it to date ($13.49/SY). The projected future cost; due to reduced material cost(thank you city for use of approx.350tn of asphalt millings) is $13.08/SY. Under section 11.1 of the Instructions to Bidders portion of the Contract Documents,WPM has the right to re-negotiate the entire quantity of the unit price with the PM's, WPM would like to start negotiations at this time so we can continue with roadway construction,bill accordingly,and finish this work on a fair and equitable basis. Afi ni Afe eo - outhern, LLC "An Equal Opportunity Employer" 16K5 U to > C) O - 02a s CC Co `^ o • 'cu (13 p a O 0 n VIa 0 -D o °J + C L :1 a) ' c c (a a) a) o v c c a > Es c u u *' o 3 C • f° C +� c 4-0 ;= L. o C) O 0 cli c 4- _0 c r E x a) O a) m .o c E a ( a ,� o c Ci n co o }' O L On - CO uO- O O H— E m c a) a) C O 0 .� t - U W U u 2a) a+ +� +-, a) a- t 0 0 O -a cu E -c-� , >, -p = Q. F CO 3 VI >, v a 0 v � ' a) CO o u p v n r° L (n C - O 3 111NI c o o C o 4' L c 03 >, o °c° a) O E `) .) a) L v Fes-- - N so a, u - ✓ .` ) > > > In C a) S 0 Oou (° ,5 1-1 E ° v o = a 2 a o a > o U 0 ) m 3 u f°c -- s io 0 E x s:1 c 0 o >, O C CD c—° C � 3 >. C 0 a) a c u �, 3 v p L a Q- aJ O C L +J 'p u • E u c ra L -, L u u c° L 0 of C ro "O 4- In CU ,C L O aJ 0 CI cl) 3 CCII C •.p > a XI l7 Oa a 3 _ -p CD vl -es ro N m ✓ O E §i a) (° O c u O �n O C c 0 0 VI 7 M .N co m CA `- O c v a C L co m n ;ro OU aJ -0 U CU = O (° a) 73 f° a) Q f° 'C 15 10 a)CU -Q 2 co l7 N am-+ >' n c -a E C c >, qa (° p ars E E O o c t >= u u ti n -0 o0 ++ C +J a •Q o o a aJ L cn CC (° ro > ro in ft, 4- -o O U - > C L 7 v a P. 4- aJ N OLI, -pL.f .as E E En 2 a j 00 O O •� C C N ro (C° ate) OU vvsi U co0 co f-- C 3 co v i _ C C, co co (° CA 0.0 a' 0 0 d N Y COvl N E U V .-P O LL 4- a) c N ttO C COL V) 'c U O 7 OU a-+ I. �i oE s aJ O L co +, 0 6 N N r6 V p e , c �- ++ �O N Q) N a) iJ LJ "a 7 o u v, co _• c U 3 2 co -0 a) u ;° a, co a) Cl. a a) o _OS CLT a)VI Q o .c c r° s 3 U p O v m C _C p 0 0 H. _oc U F— O I-- u u G I•— +, r-I r'I v1 N r'(1 4 I n (6 16K5 -4o a) r-1 ..o (a L Q o '� � n LE U• m © 4— 7 4--• aJ ▪ +-+ { C N C •• C ra C m c_ C @ vl 0, '0• .14 al • " S c dJ o -... c _C C to y,., O C CU Y o.. O r -. O N m o U > as O c r- L 0 — U O Ln v co 7.-2. a) t > ,x ai,- a :, 02 • !^ . c ° -ra 4-1 "L c • v ^y = o +, . to rr c: ai .� Li) au ~ _c3 ra -cE ro� > n p i ' • ,g,'° s "- ',' .? VI ms O u Cl.) •- -p aD as 10 c 4-1 N !I 11 li . a) a2 o o 0 t , ° it,) c tuo -d 3 co v > e O c Z to tan P• . 00 ▪ O +�� o a1 G c O a) V • >, O en o +J LIDO Q. ., -0 C •- -, N u U _ X o ? O O \ L co a) ++ co 4-' i-1 +-' IZ CIO -0 .� g ,-I 3 aJ ( o rV v 0 r1 'aI 3 1 E , :o Cr) v ° f6_' L o u. O c ro E- I- -c .CZ-.) — D o aa'a o 2 u '-E3 N c o C 0 ro @ � • i-i -O x o O t:10( C v) - CZ '•G } CZ a ' O J 0 `n w CO C 0 (�j C 0-4-. _0 aJ � CO G ro •— S L C] {- CU � v Co 4, O't' o 0 Y L. "O U to c-I El -C2 *'' C ¢ '— 6U — [0 - a)> 0 6N _- C oo U I- (CAr, 16K5 Procurement Services CO 761 County Change Order Form ® Contract Modification ❑Work Order Modification ❑Amendment Contract#: 18-7322 Change#: 3 Purchase Order#: 4500192501 Project#: 60142.3 WPM Southern, LLC West Goodlette-Frank Road Area Joint Stormwater- tractor/Firm Name: Contract/Project: Sewer Project Manager Name: Robert Wiley Division Name: Capital Project Planning,Impact Fees and Program Project9Management Original Contract/Work Order Amount $ 6,715,239.00 7-10-18; 11.G Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 6,715,239.00 ` Last BCC Approval Date;Agenda Item# Current Contract/Work Order Amount $ 6,715,239.00 SAP Contract Expiration Date(Master) Dollar Amount of this Change g $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 6,715,239.00 0,00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 11-26-18 Original 11-25-20 Last Approved 11-25-20 Revised Date Date Completion Date Date (Includes this change) #of Days Added 0 Select Tasks ❑Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested); 2.)why this change was not included in the original contract; and,3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This Change Order#3 addresses changes incurred during construction for: [see the attached spreadsheet from the engineering design firm, Q. Grady Minor] • increases the quantity of concrete, asphalt and brick paver driveway restorations, • decreases the quantity of decorative concrete driveway restorations, • increases the quantity of road restoration stabilized subgrade, limerock base, and asphalt, • decreases the quantity of 24"and 36"high density polyethylene pipe(HDPE), • decreases the quantity of 18",24",30"and 36"reinforced concrete pipe(RCP), • decreases the quantity of J-Bottom inlet structures, • decreases the number of connections to existing stormwater structures, and • decreases the number of connections of existing storm pipe to new stormwater structures. This Change Order#3 is to authorize the use of existing Contingencies funding in the amount of$238,910.37 that is available within the contract for this work. 2. This Change Order#3 is necessitated by changed conditions encountered by the Contractor that were not reflected in the construction plans available at the time of the original contract, and by discrepancies discovered between the plans and the bid form. 3. If this Change Order#3 is not processed the increases to quantities will not be available for the contractor to bill against as construction work progresses, and the work will not be completed. Prepared by: Orti. / Date: 10-29-20 Robert Wiley, Principal oject Manager,Stormwater Mgmt, Section Capital Project Plan ' g, Impact Fees and Program Management Division Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin RPk BCC ES 16K5 Approved by: Date: /0/37•2020 Amy Patter , Division Director / Capital Project Planning, Impact Fees and Program Management Division ,,roved by: Date: Thaddeus Cohen, Department Head Growth Management Department Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising out of or related to the change set forth herein;including claims for impact and delay costs. Accepted by: Date: William Leoni,Jr., President WPM-So ern, LLC 10/30/2020 Approved by: Date: J tin Frederiksen,Vice President Q.Grady Minor and Associates, P.A. Approved by: Date: (Procurement Professional) �h �►(�Ic L6 0� U UAS cCe Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman Rpk BCC ES 16K5 a) o o a a) w �• A a) `U p c + N O cn ,5 r: O a.) -, a) 4 O p '0 a) a) a) -,- +-- - b a � o 0 , .,. O co O a) >, �., 4-• . U N .d U ift a C1, «, a) k o O cH a) O, O C y O o -0 b k Cil g bA ,-. o -0 a) b jd U ) '0c:-.N N ,� '0 N N Oc ..0 .D O.-, p v) _ , ct • O. O U en N U at n a+ O cv .• 0 -5 T -0 cct a -, b •., i U a.) U d y O Ct•Q ES' •NI c 4., 0 CN • a) O• O pO N O N 1:1 U � .4 cJ '5 U C , cd U _ Na)-) �-+'� 6, U a) l "0 m 11) CD 0 N ,;, 'C '� 4� N b U O O E 'a 3 4 v) ai 5 C~ g ° .o 'VC a)� • ., c o R U ¢ s -- V ra OCd �, Ol 0 a) 0 a) r 'El) U P. O © U C a) MI O . CI) • Ct 0 ._, C 0_ OU 7 O •10 a' . a, t y gUY bl) •.-,is > UU 'U ; •--, Cr) Q 4 U a .S G En a) dN _Nep O v . c.". U 'd NUby NO I. bA A o p a O CC1,• O > 0 m O F, U 4" a) 0 a) o en Erl N G --) 0 � Oa) � 5 O O U C cat `� � o ' b � QE N^ 'd '' + a. p I-, O C h • a) : ✓ a) r �+ 00 + v ii N ct -to cct O ro (� q... U L7' 0 aUiNE (djccoocs Q ,D ti sU, a) b°p :7:1) cd n ct N O U W C2 au o 0 o' [� a) i Vic' -j .p p 47.1 Q. �_ Y o U ° O •$., —) U .7, cd a) c" ^d p. i el N a�_ A O V) a) ,� 0 'a" cad g 0 0OV 0 . .Q, U - Q _i (dj v Y -c 0 • Cd .O 49 . c .CU N U p� C a v Qp a c cu 4-1 0.) CI Lc) bit)• al "0 '-i a) h', c � 'al O p •� v CI) L7 U ^U o i' O "d S b 4] N -� T y p cC v ° c 0 E ci .a0 Lr1 U � • agog g -g a a) a) 3 cda", Ua ° ›vI- M U ° Q 8 0 0) <.0 o 2 at. ° , VK C7 16K5 rr0�7�Y Count Procurement Services y Change Order Form ®Contract Modification ❑ Work Order Modification ❑Amendment hntract#: 18-7322 Change#: 3R.2 Purchase Order#: 4500192501 Project#: 60142.3 WPM Southern, LLC West Goodlette-Frank Road Area Joint Stormwater- Contractor/Firm Name: Contract/Project: Sewer Project Manager Name: Robert Wiley Division Name: Capital Project Planning,Impact Fees and Program Projectg Management Original Contract/Work Order Amount $ 6,715,239.00 7-10-18;11.G •Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 6,715,239.00 " Last BCC Approval Date;Agenda Item# Current Contract/Work Order Amount $ 6,715,239:00 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 6,715,239.00 0.00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date, Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 11-26-18 Original 11-25-20 Last Approved 02-09-21 Revised Date Date Completion Date Date (Includes this change) #of Days Added 0 Select Tasks ❑Add new task(s) ❑ Delete task(s) 0 Change task(s) ® Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested); 2.)why this change was not included in the original contract;and,3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This Change Order#3R.2 addresses changes incurred during construction for:[see the attached spreadsheet from the engineering design firm, Q. Grady Minor] • increases the quantity of concrete,asphalt, and brick paver driveway restorations, • decreases the quantity of decorative concrete driveway restorations, • increases the quantity of road restoration stabilized subgrade, limerock base,and asphalt, • increases the quantity of 15"perforated high density polyethylene pipe(HDPE), • returns the quantity of 24"perforated HDPE back to the original amount, • increases the quantity of 18"HDPE pipe, • decreases the quantity of 24"and 36"HDPE pipe, • decreases the quantity of 18",24",30"and 36"reinforced concrete pipe(RCP), • decreases the quantity of Type C and Type E ditch bottom inlets, • increases the quantity of Inline Yard Drains and Type X Yard Drains, • decreases the quantity of J-Bottom inlet structures, • decreases the number of connections to existing stormwater structures, and • decreases the number of connections of existing storm pipe to new stormwater structures. This Change Order#3R.2 is to authorize the use of existing Contingencies funding in the amount of$242,251.37 that is available within the contract for this work. 2. This Change Order#3R.2 is necessitated by changed conditions encountered by the Contractor that were not reflected in the construction plans available at the time of the original contract, and by discrepancies discovered between the plans and the bid form, 3. If this Change Order#3R.2 is not processed the increases to quantities will not be available for the contractor to bill against as construction work progresses,and the work will not be completed. ._dared by: Date: 12-10-20 Robert Wiley, Principal oject Manager,Stormwater Mgmt. Section Capital Project Plan ' g, Impact Fees and Program Management Division Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin I 13C9 I BCC ES 1 6K5 Procurement Services O i r County Change Order Form ® Contract Modification ❑Work Order Modification ❑Amendment Contract#: 18-7322 Change#: 3R.3 Purchase Order#: 4500192501 Project#: 60142.3 WPM Southern, LLC West Goodlette-Frank Road Area Joint Stormwater- Contractor/Firm Name: Contract/Project: Sewer Project Manager Name: Robert Wiley Division Name: Capital Project Planning, Impact Fees and Program Project9Management Original Contract/Work Order Amount $ 6,715,239.00 7-10-18; 11.G Original BCC Approval Date;Agenda Item# Current BCC Approved Amount $ 6,715,239.00 " Last BCC Approval Date;Agenda Item# Current Contract/Work Order Amount $ 6,715,239.00 !SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0.00 0.00% !Total Change from Original Amount Revised Contract/Work Order Total $ 6,715,239.00 0.00% I Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% j Change from Current Amount Completion Date, Description of the Task(s) Change,and Rationale for the Change Notice to Proceed 11-26-18 Original 11-25-20 Last Approved 02-09-21 Revised Date 3-3-21 Date Completion Date Date (Includes this change) #of Days Added 22 Select Tasks ❑Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested); 2.)why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This Change Order#3R.3 addresses changes incurred during construction for: [see the attached spreadsheet from the engineering design firm,Q. Grady Minor] • increases the quantity of concrete, asphalt, and brick paver driveway restorations, • decreases the quantity of decorative concrete driveway restorations, • increases the quantity of road restoration stabilized subgrade,limerock base, and asphalt, • increases the quantity of 15"perforated high density polyethylene pipe (HDPE), • returns the quantity of 24"perforated HDPE back to the original amount, • increases the quantity of 18" HDPE pipe, • decreases the quantity of 24"and 36" HDPE pipe, • decreases the quantity of 18",24",30" and 36"reinforced concrete pipe (RCP), • decreases the quantity of Type C and Type E ditch bottom inlets, • increases the quantity of Inline Yard Drains and Type X Yard Drains, • decreases the quantity of J-Bottom inlet structures, • decreases the number of connections to existing stormwater structures, and • decreases the number of connections of existing storm pipe to new stormwater structures. • Adds twenty-two(22)days to the contract time This Change Order#3R.3 is to authorize the use of existing Contingencies funding in the amount of$374,149.77 that is available within the contract for this work. Change Order#3R.3 also adds 22 days to the contract time to account for weather delays and additional unanticipated conditions and infrastructure conflicts discovered during construction. 2. This Change Order#3R.3 is necessitated by changed conditions encountered by the Contractor that were not reflected in the construction plans available at the time of the original contract, and by discrepancies discovered between the plans and the bid form. 3. If this Change Order#3R.3 is not processed the increases to quantities will not be available for the contractor to bill against as construction work progresses, and the work will not be completed within the allotted contract time. • r'--,pared by: frifLe— Date: 12-15-20 Robert Wiley, Principal P oject Manager,Stormwater Mgmt.Section Capital Project Plan '/g, Impact Fees and Program Management Division Revised: 10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman RP! BCC ES 16K5 Approved by: Date: Amy Patterson, Division Director Capital Project Planning, Impact Fees and Program Management Division Approved by: Date: Thaddeus Cohen, Department Head Growth Management Department Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Date: William Leoni,Jr., President WPM-Southern, LLC Approved by: Date: Justin Frederiksen,Vice President Q.Grady Minor and Associates, P.A. Approved by: Date: (Procurement Professional) Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman Rpt BCC ES 16K5 °c ;i':i' "'' .ri H D*X N g v •,leg NLRB+ n o g g g m`R m X R n• h 4'il4'N e1— :. r. Q Z n F 4yl llrr« « « « « « « « � � - M `�' a N � i 1 o � o o 1 o :..z. s ° 9Eo :OE II ° ' 88 89 ! ' ag D a D a a a a s a a ! : . 2. . "' xlaff - �R Egor ..4e EE ? '? 6E ? > E € € itt� a� aA �aa Aa A91 A o gI ` a A "•L L.- • 2 l+ C jti I '.. z WT • •ac - I• g g2ggs A iA A - • • t 2a ag . g aI aaaaaa ,uaa asaaa aaca asa feto.',, ,.-,..: :... -..:, I�:a"�.0;::, 8 8 m 853.8 '8, e 8 S o $$S o 8¢$$S $Q S , 8 R ! ,S , o,0 5,E^.e' `i o a $ § a 0 SM2 P§8§ c,'E Y $•TQi I„ pp Q 11 m tN�l b N b 0^0 m 0 • N T N M n -ti N N nl N N m -N N M n �f �J I r" I� N VI V ` � N of of yr N F' : l „ r: 0:-.--;..1,.. E,,..:!1.1,,,:.1;,f1<.r _ I,. o s o y� o 0 0 1 T -, r�I1 T d, b.-1 N .i Q N N T N Et4t U`u ' ' '18 8 8 8 8 8$8 8 8 8 8 S 8 8 yl8q$ 1h n8 0o §$P 88gE NS8ir . _ • .R4 4?'1 ii OT NN 4NQ nNN�yymy S1rN : s .r. 'aL rt • : i 1 Q,o' Ma I( 1Il ! f 971 ' 'IHFTIIa i7i - .F XV t - qi I !1II Bv L.. iV .. IIHIIIII 8 1E s�i R o s {Sz 7 .. m^� 7 K;c.r r�.:.y � .� - _ = Q `�1'1n"o 1 •.111111 'VI l : 4.g1 � rn G P. Q pp 14lLk SSr� 8pO- pSp p rl2 b 0 rV b O O i vl?t§ O O 8 p5p N Vet O a ro ti p 74 Q O ,Il i�W,�! b .i.,rr1 m N ...T Q 1�Q V1 'I r •:..•',I.!.1'..: . J i d o 4)1:41' 4 d 6 a r�4` ` . E e m r� Yf fl t 7• , n I m y�y tie �', : 3,:'... .� ;.N � a .o' c 3 .u 8 0 o E • d .t.�Ia 4,'+: K _ t W a w w v h p U U • 1 v « E n o ittct 'Sn v �'� ci, isu I N S t K ° ° EEo 9 o u ,! y,/ • a O > `.&'°.OrdN , ° g9 O_ Oz y T.,.. m.. u ° �i g¢ • r r �m oy E � f om 3 G u " iv :'i.:..:. 1 1cvq a Ocv 6l:.� cu 111 11 k t w i8r ca m r M i u ..a _ ¢i(': 5 ;r .1 .� 'w i'I o aa a a aaaa a s 16K5 �F�� Request For Contingency Authorization# 25d Date Created: 12/4/2020 To: Justin Frederiksen From: Joe Leoni Q Grady Minor WPM-Southern LLC 3800 Via Del Rey 4391 Colonial Blvd.,Suite 105 Bonita Springs,FL 34134 Fort Myers,FL 33966 Project: West Goodlette Frank Road Storm-Sewer Improvements Job: 18-46 Subject: Pay Item Overage&Time Extension Premiums Affected Contract Time: TBD DAYS Scope of Work Description This request is for the unit price cost of pay item quantity overage exceeding 125%as per project bid instruction section 11.1. WPM at this time is not going to the pipe items that have also exceeded quantity changes over or under 25%as described in the bidders instructions. WPM has been financing this project due to quantity discrepencies on the SOV and the inability of the involved parties to pay anything that exceeds 100%of the SOV. The additional unit price premiums will cover costs incurred on these items have been based off of WPM cost data from daily reports COST DESCRIPTION(from detail page 2,If applicable) LABOR MATERIAL EQUIP SUB TOTALS TOTAL LABOR COSTS $0.00`9 v ' ifi'`• ,�7", " �`j j1 ' r i "1'"' '"°t�44.3- $0.00 TOTAL MATERIAL COSTS jlr6c '''"al''it'NO.- $0 00 11''•&,��M`d'� 4 `.le'i'' t'1 so.00 TOTAL EQUIPMENT COSTS .4t A?.1+ ,01 k "•I ItAit;ti .: $0.00 V(; y'� $0.00 TOTAL SUBCONTRACTOR COSTS MPA" t O bt I', ` ,/'4�, h0 0. SUBTOTALS $0.00 $0.00 $0.00 $0.00 $0.00 SALES TAX 7.0% EIPPARVi $0 00 4 t� *Mti't t''" $0.00 LABOR BURDEN 37.5% • F ' ' OH&P ON DIRECT LABOR 10.0% $0.00 r' n + Y ,w.a `''tt A 0.00 OH&P ON MATERIALS 10.0% ;g '" $0.004: c.; t%`":lt`-'if 4- r . $0.00 OH&P ON EQUIPMENT 10.0% 4i1 o ',i *M*e $0.00 + Gy $0.00 OH&P ON SUBCONTRACTS 15.0% +i'eta S'jftoOt{fjr ng,^, t ovwi $0.00 $0.00 SUBTOTALS $0.00 $0.00 $0.00 $0.00 $0.00 UNIT PRICES Item# IDescription I Quantity I UOM j Unit Price I Totals 1 General Conditions(OH Extension per FDOT 4 3 2 Par4b) ." 115 DAY j ,i $1 59445 $183 361 75 ,r,r,l.$ ,.,, MOT,.�Pay Ite1 2) 1 m �,a .,. ,,..u.ke a. .,. ,, .,... ._!i.. :i i , .._, .. .::1aPp!�!`,is :i .,.i,i.:...$1 336 59 !,:,r 153 7PZ 85. 1.5a Concrete 1400 SY $52.00 $72 800 00 1.5b AsphaltA I# 3699.33 SY y $78.00 $288 547 74 ' 7.1f, 'P's.',eCast,.�Lsp tatF.Al\SV. :w°:.:�.�..71�. '','.,.G2�,L::i7.-'7 .nA 7:...ia. .,.,..:b w 699,.3Y."..�?.R, :; Y.s}`,}a�u.r }.�iid :N.1 1.1'7o;-" $43 282 T6 1.5c Brick Paver 10 SY $93.00 $930.00 1.7 Road Restoration-Stabilized Subgrade 15928 SY $7.00 $111,496.00 1.8 Road Restoration-Limerock Base 6" 12140 SY $11.55 $140,217.00 1.9 Road Restoration-2-1/2"Asphalt(2 lifts) 11240 SY $14.00 $157,360.00 '1.10 .. Costl oadf Restoratfoty ;Stabilized Sutigrad'e " ` ''61 :ti , i 7 .50928 '.'P.:SY`3 "t° iir $5 31 $270 42z 68 ` aa 1. '• Cost Road Restoration Limerock Base:6 ,,42.140 '' SY' t,. t< $3;¢3' '$1'S2 968.20 .;; 9a. .`,. Cost Road,Restora lctr,i '2;1/2"Asphalt,(g..tg: ...:.. ; ,:40240::' _SY:_... .] .,.. i ...$1; 9 ,:1:'486 G05.60 2.1a 6"C900 DR18 1 289 LF $30. $8,670.00 2.4a Single Short Water Service 3 EA 1,000.0 $3,000.00 2.6a Temp Sample Points I 6 EA $1,000.0 $6,000.00 2.9 Remove and Dispose Existing WM 955 LF $22.2 $21,248.75 5.1 b Collier County Unused Pay Item Reallocation 1 EA -$212,065.00 -$212,065.00 5.2c City of Naples Unused Pay Item Reallocation 1 EA -$147,829.00 -$147,829.00 $0.00 SUBTOTAL' $1,322,128.73 (Estimate S total $0.00' Everything in Yellow is under negotiation. Days to be billed as actual Tentative agreement w/Engineer 1 6K5 1) Written Description of the Discrepancies in Calculated versus Actual Quantities: It recently became apparent to GradyMinor that there are differences in the calculated quantities and actual quantities in the bid schedule for the City/County West G-F Road Project, Most notably, calculated quantities are lower than the actual quantities for the Removal, Disposal, and Replacement of Driveways and Roadway Restoration, as depicted below: CALC. ITEM DESCRIPTION „1 ACTUAL , UNLT BID QTY. • �i un FTC 'I e k �'.ff•i4 ,vNLi I` `U+1 GF IY'I"i? r - +r "a iH�,h i . .E, f++xH t,r 1" ' t i i ti.a k�� ''SECTrON�1'GENERAL`�CI,TY OF NAPLES/CQf'LIER��Qi�JN,TY�,�ot (�'��t�,Ni2��r�F1 1.5 Remove, Dispose, and Replace Driveway a. Concrete SY . 6,600 8,000 c. Asphalt SY 1,200 5,366.. d. Brick Pavers SY 1,600 1,610 1.7 Road Restoration -Stabilized Subgrade ' SY 35,000 50,928 1.8 Road Restoration-Limerock Base (6-inch Limerock Base) SY. 30,000 42,140 1.9 Road Restoration-2-1/2" Asphalt(Two Lifts) SY 29,000 40,240 GradyMinor adjusted the original bid tabulation, which includes all the bids received for the City/County West G-F Road Project and determined that there would not have been a change to the awarded contractor if the actual quantities were included in the original bid schedule. The lowest responsible and responsive bidder would not have changed. 2) Description of Why the Quantity Differences Occurred: GradyMinor believes that the low calculated quantities were due mainly as a result of a large push to get the project out to bid by the City and County. Throughout the typically life cycle of a project, there are periods of time (several weeks typically) allotted for the client to review the documents and provide comments. After comments are received, the consultant is typically allotted several weeks to make the updates and perform a thorough review prior to the next submittal to the client. The City/County West G-F Road Project did not follow the typical project life cycle, as a result of the rush to get the project to bid,there was not adequate time provided for review, comment, correction, and checking. The final design review submittal was provided to the City and County on March 5, 2018,with a desire to have any comments incorporated very quickly and turn around bid documents as soon as possible. GradyMinor recently reviewed email correspondence from March 5, 2018 into April 2018 and there was a very high volume of emails being received from County with design comments and emails requesting to update the documents quickly to get them out to bid. Comments on the final design review documents were not provided as a whole. Comments were provided little by little via email and GradyMinor attempted to make the updates as they came in which made it more difficult to systematically address the comments. 16K5 In order to meet the deadline imposed by the City and County,GradyMinor had four professionals working simultaneously to make the changes as they were received and update the contract documents. As a result of the rush to get the bid documents advertised, we believe some quantities were not tallied and there was not enough time provided to fully review the contract documents before they were bid. Lastly, as the project progressed through design several scope additions were added without additional time or compensation provided to GradyMinor including: • The City requested that the replacement of the entire potable water system was included in the design an increase from 4,500 feet to 17,250 feet. • The City requested that the water main along Ridge Street was designed, bid, and constructed separately. • The County requested the addition of box culverts at Ridge Street and the Goodlette Canal and Ohio Drive and the Goodlette Canal. • The City and County requested that GradyMinor establish, maintain,and monitor a project phone line. • The County changed direction on the restoration of driveways several times, after the restoration was already designed. • The County requested that GradyMinor provide weekly updates to the Commissioner's office These scope additions took time away from the original intent of the project design. 3) Description of What GradyMinor Has Done to Correct the Cause: GradyMinor, in the future, will not allow the review, comment, correct, and checking time periods to be reduced to an unreasonable amount of time. We will ask that the client provides comprehensive comments and request the appropriate amount of time to address the comments and check the documents before providing updated documents. Additionally,we will not agree to scope additions without additional time unless we are 100%certain the scope additions will not take away from our ability to provide complete QA/QC of the documents. 4) Provide Assurances the Discrepancies Will Not be Repeated: Throughout the typically life cycle of a project, we will insist that there are adequate periods of time allotted for the client to review the documents and provide comprehensive comments. After comments are received,we will insist that GradyMinor is allotted the appropriate period of time to make the updates and perform a thorough review prior to our next design submittal. We have a proved in the past that GradyMinor provides accurate documents and we feel that the quantity discrepancies on the City/County West G-F Road Project are an anomaly and will not happen again. CAO 16K5 EXHIBIT B 16K5 WPM — Southern, LLC September 23,2021 Robert Wiley Collier County PM Re: West Goodlette Frank Road Storm-Sewer Improvements Renegotiation of Line items per bidders instructions 11.1 County Storm Drain Items Variance+/-25% Robert, WPM-Southern, LLC would like renegotiate the following pay items as they have varied to the point of renegotiation as stated in the bidders instructions section 11.1: 4.1 15" Perforated HDPE Pipe 4.2 18" Perforated HDPE Pipe 4.5a 15" RCP 4.5b 18" RCP 4.5c 24" RCP 4.5d 30" RCP 4.5e 36" RCP For example,item 4.1 15" Perforated HDPE pipe bid quantity was 2,750LF which represented 49% of the actual 5,567 LF installed (see exhibit G for the breakdown). This triggers section 11.1 of the bidder's instruction of a variance of+/-25%. Upon review of WPM's costs on these items, WPM would like to exercise their right of re-negotiation. In exhibit G you can see a breakdown of the different items, Bid amounts vs Actuals amounts. The actual amounts were figured using the actual bids and plugging in the actual manhours which correlated to productions derived from Exhibit G-3. Exhibit G-1 you will find the Actual Labor, Equipment and Materials Breakdown. On exhibit G-2 you will see the Bid totals for Labor, Equipment and Materials. The pages behind G-3 will support all the information in G-1 and G-2 (Bold print of the size and description of each bid item). The total cost accumulates to$805,173.83 This cost is in addition to the already owed$1,537,616.46 The New total is$2,342,790.29 Re::,• eoni -Southern,LLC 16K5 CA en-L m N N N N 01 m 00 v-1 Qi Ol.N 01 M1 1 1 m'N'((0� UQQ1 W Lni VD rl Q t'.1 al Q r{ G61. O 10 F ih.N VT i/T U1 LT VT VT N0^1 N O.pp Ol.m LA .-t 6 vi Lri m-fin a Nm1-4Nm 0 0 3 0 0 0• 1/T Vl VT al.1h 1h M O Of 4 VI t0 Al 111 ^ r W'N.N CO-N N '-1 a` a 10 111 0 0 o a o 0 0 0 o 6 00 o tri N N 0 0 C 0 N A. too too .i m a m tR 1/1 VT VI VT N?A ae s a° ae * N b b 7 Al-1 ry ri N -1 N. r-1 a u C ra a c a LL 3 000000 o N N NV N. N a ro niE ` N N m 110 m m m N / / VI � m •--I m 'i m To N. 0 N m a c q a o.x Ln 5 a'= cc cc cc ci N Ln in L11 In LA C11 i 6 K 5 ,• „... N 0 0 01 41 01 ,..1:- r9 ''I 8 8 rg [O. a 74 0. , co a at ..1 *D Lg to 1 I F.;N -..."'ro' N 1' 4 in-."1.4 N.N N N • !. ::1..74 anir4 '43 LZ.:31 SI:,,,t`Sral' ,..,0 e a1,,—Vt+"41.a,a* ni in to to 4?,-; to 61 01,"v$NNNNN 1 a 174 g9 r3 gl t2, —.; 5 m:,13 tn ol cr on N F. cr,t, I',•0 in nt to. t' Pto;tni;"i`.1-' SI .91 gVt,..c.VI-,..V,.‘,1 it N 03 03 .4 o in al LI . N t-- , V ni 03 tti ni 4 ri ‘11 riv-1 .-INT410 -Fe jj ro a vc vt v..vl.v..,,,,Vtt a i/ il In- E .0., la,.4:c.,th..tn..."sn. .., S.P.VI 8 444 4 gj tg. 5 1 Fo., E I P. .7 .r.31 "4 ::,' ';•.. .33 rj 4 ri, i ,..._ .-4 N N 0 0.1. .3 NNNNNNN in A 8 SI -Z1 Si Si P 1.--; ..,,......1:— 111 1,v,,r,yv v,.in a. 7 ..-' 'c ' N ,..". :-...' i:•3 rrA *in a. c. .11,...:, 70- 72 Z co t '8 4C ilR ,.n.u..,.NNNNN ----, E ..▪ 0, to to N I, In r4 ri g d kii ,-is 4 2 2i n ts '12. 8 8.8 8 ',I ..."r.:. ni cri td ed vi rn a to a 11.1 ILI 0- O. 0 0 == 71 13 .... ... iile3bbbe3 •,fi ft fs -5 -5 ,-5-5 E 8 °I 8 2.8 134 N. e, .7 '4' .945 ;; VNt to C A 0 1 6 K 5 . 8 8 8 g 8.-8 8 8 .2646 ,60. 666 co Ii.. t v, ▪ a 8 8.8`I 8 8 a vr 0 0.0 0 V3 an. g rd fg M 7:),r..,. ✓ 4...th .6 n tl -St .,",,,,.-1;u 44 Ln 3 8 8 8 8 8 8 8 71,1"gailtirr..;g I Till 2 gs, 4 g .4:c1 iol ii, a,....,...:...„.flu,in i0.. 8 8 8 8 8 2 8 7 6 6 6 Ft IA 0:6 r+ ell' .9 g P.: 2 8 `Z• m E i a 1.0 0 0.0 vs 0 0 0 c }! •W 03 g e"':1 el ri g 0e c _4..... -1:1 C c• = n 4 -.. g -7,• e 0080, 6 g,. o 'efl ,-,...n .:...-.. ..L.0 .E as ua Ns. N vi ,I cri. 0 2 4 8 8 8 8 8 8 8 88 t N ,,, 8 '4 Y..' :9 in3 ,..4. N.'Lei. d E. 8. 0.1 U., 0 a. O 0 X. Z 3 3 E e c .,E -2: b •I!3 0. b. O•-5-5-6 -5 -6" ' s.2 .c Z . ot_rn.4 n, el 1,1 ,E g f li 4..4 Ft Ft O 000doo E 1-.4 r4 S °4! ? 4 :I V- V• ;73. le 16K5 Mco sztnr 00O CO Cr) d* N- CD ,0 ,+ 00 d' O. t` O 0) Cr) a) CD d' .0 t` M t` V N` 0 00 CD CD 00 V '�N Cr) 01 CD C7 N• 00 O O r- h V 00 ,- N r Md d d ¢� N s- to . N- N v I h O 0) O 0) o0 N N oa CO v CO co cD a) Li) r--. 01 a z Cr) co 0 c�i 0 cri 0 n ai a) 0co u) v C') ( 0) 0 U r a 0 00 0 o 00000 $ CO 0- pc) 0 72 C 00 0.O 0 0 0 00 4. O.O -) m (.1)J r r 0s- 0:N 00 0) CO N- 0 (0 h s-- ON .- Os- (ON NO 0) nNr O� 0 V CO t0 (1) cp d' N V N op Cr) (o s- � -F sN N N (N s- r Q)ii 00 OO 0O 0) 00NO 'C A OO OO OO a) O O co CD 7 G LO 00 00 pc) 0) 00, 0) 0 L m = ❑ 00 00 00 Co 6 Om0 O NN NNs- N CI) 3 0 0 IX/y I- M 'ct C) CD• t- a) 10a) •Lt s- .- N- Ns- N (3O todr N- 0) ION. N1N- nto0 CO LO N a) a) (O 0 O) n�}} CO 0). •> p Co (O CO N t() N _.0 s- iri CV O 00 00.000 (-NI(-\ 1 6 � 0LO LO0 00 00.000 O C a 7 c U) D)CD Lt7 CD r-:-N_-� t� O //.�� V N V co co 00 N 0) 0) N C. I L y N (0 I O m N y O = LL LL LL LL LL LL Li. LL II- LL. LL 'a M N J J _J __I J ,__I J J ._L .J _I ;O Nh C O 0 C7 O p CD 0 00 CD } N —' o 0 0 0 'a` 0 CD 0 0.0 0 0 N` c C 00 CD CD 00 OO.00 C3 N 0 CD' ,t U! C!) r) Nt 'Zr Cr) 00r0 01 O 00 CD 1- N LC) (D Cr) a) a) h 0)nr 10 CO 7- LOt- m 3 o 00 Cr 7 Cr) z a) a s o a -0 In a cN ❑ ❑ ❑ 0 LL. O 0 0 0 0 O S Lj N E m to m z a 0 0 0 0` 0- o. CL o d . o 0_ a a 0_ CC a CC C X CL 2 CI (Li.o U L. H-- y c- c c c c c c_c c c c • .0 0 a m n eb ram' NU,r- d' Nr"i'CO 0.a w m E C, w 0 'a = " - o u) o U 0• 0 to G V D m co (Ai Z O () 0 0 U) CO q -0 0 da 73 4 oa N N CD,- ,- 0 0000 a)t -ai O` Q 00 0 00:a 0 ca a. U 0 0 Cr) C') Cr) C') O O CD C) Ca Q y era ~tom Q .cr � •cr. .1-. nrnt ram.4 f) 1 6 K 5 kc±-u k\ Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2HDPE15P 15" HDPE Perf x 5,567.00 LF 11.1000 106.50 1.00 $65,810.29 5AG57 57 Stone p 526.33 TON 22.5600 100.00 1.00 $11,874.00 STRDiRT Truck Dirt'Outp 844.16 TY 5.0000 100.00 1.00 $4,220.80 8Z4236 Cat 336 Excavator 421.26 HR 146.0000 100.00 1.00 $61,503.96 8Z5100 Cat 950 Loader 421.26 HR 70.3700 100.00 1.00 $29,644..07 827010 Walk Behind Roller 421.26 HR 15.0000 100.00 1.00 $6,318.90 8Z9600 8" Hydraulic Pump 42.1.26 HR 37.1540 100.00 1.00 $15,651.49 829610 8"Suction Hose 421.26 HR 2.1360 100.00 1.00 $899.81 8Z9620 8"Discharge Hose 25' Length 4.21.26 HR 1,5680 1.00.00 1.00 $660.54 8Z96PU250 Ford F250 Pick Up 42116 HR 18.6100 100.00 1.00 $7,839.65 82SHSB GME STONE BOX 421.26 HR 9.0000 100.00 1.00 $3,791.34 BZSHTB •GME TRENCH BOX 421.26 HR 12.0000 100.00 1.00 $5,055.12 8ZSU01 PIPE LASER 421.26 HR 2.8800 100.00 1.00 $1,213.23 ZTXFM Texas Foreman 421.26 MH 30.0000 116.67 1.00 $25,929.49 ZTXPL Texas Pipe Layer 421.26 MH 20.0000 116.67 1.00 $15,706,60 ZTXSKLABOR Texas Skilled Labor 842.53 MH 20.0000 116.67 2.00 $31,413.58 ZTXSKOP Texas Skilled Operator 842.53 MH 24.000.0 116.67 2.00 $36,302.74 ZTXUNSKLABOR Texas Unskilled Labor 421.26 MH 16.5000 116.67 1.00 $13,526.55 16K5 1I Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/taste Total 2HDPE15P 15" HDPE Perf x 2,750.00 LF 11.1000 106.50 1.00 $32,509.13 5AG57 57 Stone p 260.00 TON 22.5600 100.00 1.00 $5,865.60 5TRDIRT Truck Dirt Outp 417.00 TY 5.0000 100.00 1.00 $2,085.00 8Z4236 Cat 336 Excavator 137.50 HR 116.1700 100.00 1.00 $15,973.38 8Z5100 Cat 950 Loader 137.50 HR 41.0500 100.00 1.00 $5,644.38 8Z7010 Walk Behind Roller 137.50 HR 15.0000 100.00 1.00 $2,062.50 8Z96PU250 Ford F250 Pick Up 137.50 HR 18.6100 100.00 1.00 $2,558.88 8ZSHSB GME STONE BOX 137.50 HR 9.0000 100.00 1.00 $1,237.50 8ZSHTB GME TRENCH BOX 137.50 HR 12.0000 100.00 1.00 $1,650.00 8ZSU01 PIPE LASER 137.50 HR 2.8800 100.00 1.00 $396.00 ZTXFM Texas Foreman 137.50 MH 25.0000 116.67 1.00 $7,476.36 ZTXPL Texas Pipe Layer 137.50 MH 19.0000 116.67 1.00 $4,929.25 ZTXSKLABOR Texas Skilled Labor 275.00 MH 19.0000 116.67 2.00 $9,858.50 ZTXSKOP Texas Skilled Operator 275.00 MH 21.0000 116.67 2.00 $10,664.65 ZTXUN.SKLABOR Texas Unskilled Labor 137.50 MH 14.0000 116.67 1.00 $3,921,5.5 1 6 K 5 Ac4--opJ Resource Description Quantity Unit. Unit Cost Tax/OT% Pcs/Wste Total 2HDPE18.P 18" HDPE Perf x 1,823.00 LF 14.8200 106,50 1.00 $28,772.96 5AG57 57 Stone p 172.8.2 TON 22.5600 100.00 1.00 $3,898.82 5TRDIRT Truck Dirt Outp 331.79 TY 5.0000 100.00 1.00 $1,658.95 8Z4236 Cat 336 Excavator 127.31 HR 146.0000 100.00 1.00 $18,587.26. 825100 Cat 950 Loader 127.31 HR 70.3700 100.00 1.00 $8,958.80 8Z7010 Walk Behind Roller 127.3.1 HR 15.0000 100.00 1.00 $1,909.65 8Z9600 ==>8" Hydraulic Pump 127.31 HR 37.1540 100.00 1.00 $4,730.08 8Z9610 8"'Suction Hose 127.31 HR 2.1360 100.00 1.00 $271.93 829620 .8"Discharge Hose 25' Length 127.31 HR 1.5680 100.00 1.00 $199.62 8296PU250 Ford F250 Pick Up 127.31 HR 18.6100 100.00 1.00 $2,369..24 8ZSHSB GME STONE BOX 127.31 HR. 9.0000 100.00 1.00 $1,145.79 8ZSHTB GME TRENCH BOX 127.3.1 HR 12.0000 100.00 1.00 $1,527.72 8ZSUO1 PIPE LASER 127.31 HR 2.8800 100.00 1.00 $366.65 ZTXFM Texas Foreman 127.31 MH 30.0000 116.67 1.00 $7,836.22 ZTXPL Texas Pipe Layer 127.31 MH 20.0000 116.67 1.00 $4,746.73 ZTXSKLABOR Texas Skilled Labor 254.63 MH 20.0000 116.67 2.00 $9,493.84 ZTXSKOP Texas Skilled Operator 254.63 MH 24.0000 116.67 2.00 $10,971.44 ZTXUNSKLABOR Texas Unskilled Labor 127,3:1 MH 16.5000 116.67 1.00 $4,087.89 16K5 1 D. Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2HDPE18P 18" HDPE Perf x 2,500.00 LF 14.8200 106.50 1.00 $39,458.25 5AG57 57 Stone p 237.00 TON 22.5600 100.00 1.00 $5,346.72 5TRDIRT Truck Dirt Outp 455.00 TY 5.0000 100.00 1.00 $2,275.00 8Z4236 Cat 336 Excavator 125.00 HR 116.1700 100.00 1.00 $14,521.25 8Z5100 Cat 950 Loader 125.00 HR 41.0500 100.00 1.00 $5,131.25 8Z7010 Walk Behind Roller 125.00 HR 15.0000 100.00 1.00 $1,875.00 8Z96PU250 Ford F250 Pick Up 125.00 HR 18.6100 100.00 1.00 $2,326.25 8ZSHSB GME STONE BOX 125.00 HR 9.0000 100.00 1.00 $1,125.00 BZSHTB GME TRENCH BOX 125.00 HR 12.0000 100.00 1.00 $1,500.00 8ZSUO1 PIPE LASER 125.00 HR 2.8800 100.00 1.00 $360.00 ZTXFM Texas Foreman 125.00 MH 25.0000 116.67 1.00 $6,796.69 ZTXPL Texas Pipe Layer 125.00 MH 19.0000 116.67 1.00 $4,481.13 ZTXSKLABOR Texas Skilled Labor 250.00 MH 19.000.0 116.67 2.00 $8,962.27 ZTXSKOP Texas Skilled Operator 250.00 MH 21.0000 116.67 2.00 $9,695.15 ZTXUNSKLABOR Texas.Unskilled Labor 125.00 MH 14.0000 116.67 1.00 $3,565.05 16K5 A 400, t Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP15 15" RCP CL Illx 3,943,00 LF 12.9500 106.50 1.00 $54,380.87 5AG57 57 Stone p 434.52 TON 22.5600 100.00 1.00 $9,802.77 STRDIRT Truck Dirt Outp 910.04 TY 5.0000 100.00 1.00 $4,550.20 8Z4236 Cat 336 Excavator 913.16 HR 146,0000 100.00 1.00 $133,321.36 8Z5100 Cat 950 Loader 913.16 HR 70.3700 100.00 1.00 $64,259.07 8Z7010 Walk Behind Roller 913,16 HR 15.0000 100.00 1.00 $13,697.40 8Z9600 8" Hydraulic Pump 913.16 HR 37.1540 100.00 1,00 $33,927.55 8Z9610 8"Suction Hose 913.16 HR 2.1360 100.00 1.00 $1,950.51 8Z9620 8" Discharge Hose 25' Length 913.16 HR 1.5680 100.00 1.00 $1,431.83 8Z96PU250 Ford F250 Pick Up 913.16 HR 18.6100 100.00 1.00 $16,993.91 8ZSHSB GME STONE BOX 913.16 HR 9.0000 100.00 1.00 $8,218.44 BZSHTB GME TRENCH BOX 913.16 HR 12.0000 100.00 1.00 $10,957.92 8ZSU01 PIPE LASER 913.16 HR 2.8800 100.00 1.00 $2,629,90 ZTXFM Texas Foreman 913.16 MH 30.0000 116.67 1.00 $56,207,03 ZTXPL Texas Pipe Layer 913.16 MH 20,0000 116.67 1,00 $34,047.01 ZTXSKLABOR Texas Skilled Labor 1,826.31 MH 20.0000 116.67 2.00 $68,093,65 ZTXSKOP Texas Skilled Operator 1,826,31 MH 24.0000 116.67 2.00 $78,691.66 ZTXUNSKLABOR Texas Unskilled Labor 913.16 MH 16.5000 116.67 1.00 $29,321.32 16K5 PD \ 0 Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP15 15" RCP CL Illx 5,000.00 LF 12.9500 106.50 1.00 $68,958.75 5AG57 57 Stone p 551.00 TON 22.5600 100.00 1.00 $12,430.56 5TRDIRT Truck Dirt Outp 1,154.00 TY 5.0000 100.00 1.00 $5,770.00 8Z4236 Cat 336 Excavator 250,00 HR 116.1700 100.00 1.00 $29,042.50 8Z5100 Ca.t 950 Loader 250.00 HR 41.0500 100.00 1.00 $10,262.50 8Z7010 Walk Behind Roller 250.00 HR 15.0000 100.00 1.00 $3,750.00 8Z96PU250 Ford F250 Pick Up 250.00 H.R 18.6100 100.00 1.00 $4,652.50 8ZSHSB GME STONE BOX 250.00 HR 9.0000 100.00 1.00 $2,250.00 8ZSHTB GME TRENCH BOX 250.00 HR 12.0000 100.00 1.00 $3,000.00 8ZSUO1 PIPE LASER 250.00 HR 2.8800 100.00 1.00 $720.00 ZTXFM Texas Foreman 250.00 MH 25.0000 116.67 1.00 $13,593.39 ZTXPL Texas Pipe Layer 250.00 MH 19.0000 116.67 1.00 $8,962.27 ZTXSKLABOR Texas Skilled Labor 500.00 MH .19.0000 116.67 2.00 $17,924.54 ZTXSKOP Texas Skilled Operator 500.00 MH 21.0000 116.67 2.00 $19,390.28 ZTXUNSKLABOR Texas Unskilled Labor 250.00 MH 14.0000 116.67 1.00 $7,130.09 16K5 Ac-C-vA\ k Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP18 18" RCP CL IlIx 176.00 LF 18.2300. 106.50 1,00 $3,417.03 5AG57 57 Stone p 19.80 TON 22.5600 100.00 1.00 $446.69 5TRDIRT Truck Dirt Outp 48.40 TY 5.0000 100.00 1.00 $242.00 8Z4236 Cat 336 Excavator 30.34 HR 146.0000 100.00 1.0.0 $4,429.64 8Z5100 Cat 950 Loader 30.34 HR 70.3700 100.00 1.00 $2,135.03 8Z7010 Walk Behind Roller 30.34 HR 15.0000 100.00 1.00 $455.10 8Z9600 8" Hydraulic Pump 30.34 HR 37.1540 100.00 1.00 $1,127.25 8Z9610 8"Suction Hose 30.34 HR 2.1360 100.00 1.00 $64.81 8Z9620 8" Discharge Hose 25' Length 30.34 HR 1.5680 100.00 1.00 $47.57 8Z96PU250 Ford F250 Pick Up 30.34 HR 18.6100. 100.00 1.00 $564.63 8ZSHSB GME STONE BOX 30.34 HR 9.0000 100.00 1.00 $273.06 8ZSHT8 GME TRENCH BOX 30.34 HR 12.0000 100.00 1.00 $364.08 8ZSU01 PIPE LASER 30.34 HR 2.8800 100.00 1.00 $87.38 ZTXFM Texas Foreman 30.34 MH 30.0000 116.67 1.00 $1,867.49 ZTXPL Texas Pipe Layer 30.34 MH 20.0000 116.67 1.00 $1,131.21 ZTXSKLABOR Texas Skilled Labor 60.69 MH 20.0000 116.67 2.00 $2,262.81 ZTXSKOP Texas Skilled Operator 60.69 MH 21.0000 116.67 2.00 $2,353.59 ZTXUNSKLABOR Texas Unskilled Labor 30.34 MH 16.5000 116.67 1.00 $974.20 16K5 31 0 Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP18 18" RCP CL Ilk 400.00 LF 18.2300 106.50 1.00 $7,765.98 5AG57 57 Stone p 45.00 TON 22.5600 100.00 1.00 $1,015.20 STRDIRT Truck Dirt Outp 11000 TY 5.0000 100.00 1.00 $550.00 8Z4236 Cat 336 Excavator 20.00 HR 116.1700 100.00 1.00 $2,323.40 8Z5100 Cat 950 Loader 20.00 HR 41.0500 100.00 1.00 $821.00 8Z7010 Walk Behind Roller 20.00 HR 15.0000 100.00 1.00 $300.00 8Z96PU250 Ford F250 Pick Up 20.00 HR 18.6100 100,00 1.00 $372.20 BZSHSB GME STONE BOX 20.00 HR 9.0000 100.00 1.00 $180.00 8ZSHTB GME TRENCH BOX 20.00 HR 12.0000 100.00 1.00 $240.00 8ZSUO1 PIPE LASER 20.00 HR 2.8800 100.00 1.00 $57.60 ZTXFM Texas Foreman 20.00 MH 25.0000 116.67 1.00 $1,087.47 ZTXPL Texas Pipe Layer 20.00 MH 19.0000 116,67 1.00 $716.99 ZTXSKLABOR Texas Skilled Labor 40.00 MH 19.0000 116.67 2.00 $1,433.96 ZTXSI<OP Texas Skilled Operator 40.00 MH 21.0000 116.67 2.00 $1,551.22 ZTXUNSKLABOR Texas Unskilled Labor 20.00 MH 14.0000 116.67 1.00 $570.41 C 16K5 Ac,o, ( Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP24 24" RCP CL Ilix 528.00 LF 27.7800 106.50 1.00 $15,621.25 5AG57 57 Stone p 67.58 TON 22.5600 100.00 1.00 $1,524.60 5TRDIRT Truck Dirt Outp 202.75 TY 5.0000 100.00 1.00 $1,013.75 8Z4236 Cat336 Excavator 171.82 HR 146.0000 100.00 1.00 $25,085.72 8Z5100 Cat 950 Loader 171.8.2 HR 70.3700 100.00 1.00 $12,090.97 8Z7010 Walk Behind Roller 171.82 HR 15.0000 100.00 1.00 $2,577.30 8Z9600 8" Hydraulic Pump 171.82 HR 37.1540 100.00 1.00 $6,383.80 8Z9610 8"Suction Hose 171.82 HR 2.1360 100.00 1.00 $367.01 8Z9620 8" Discharge Hose 25' Length 171.82 HR 1.5680 100.00 1.00 $269.41 8Z96PU250 Ford F250 Pick Up 171.82 HR 18.6100 100.00 1.00 $3,197.57 8ZSHSB GME STONE.BOX 171.82 HR 9.0000 100.00 1.00 $1,546.38 BZSHTB GME TRENCH BOX 171.82 HR 12.0000 100..00 1.00 $2,061.84 8ZSUO1 PIPE LASER 171.82 HR 2.8800 100.00 1.00 $494.84 ZTXFM Texas Foreman 171.82 MH 30.0000 116.67 1.00 $10,575.90 ZTXPL Texas Pipe Layer 171.82 MH 2O.0000 116.67 1.00 $6,406.28 ZTXSKLABOR Texas Skilled Labor 343.64 MH 2O.0000 116.67 2.00 $12,812.56 ZTXSKOP Texas Skilled Operator 343.64 MH 24.0000 116.67 2.00 $14,806.68 ZTXUNSKLABOR Texas Unskilled Labor 171.82 MH 16.5000 116.67 1.00 $5,517.09 16Kb '11 'D Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP24 24" RCP CL Illx 750.00 LF 27.7800 106.50 1.00 $22,189.28 5AG57 57 Stone p 96.00 TON 22.5600 100.00 1.00 $2,165.76 5TRDIRT Truck Dirt Outp 288.00 TY 5.0000 100.00 1.00 $1,440.00 8Z4236 Cat 336 Excavator 37.50 HR 116.1700 100.00 1.00 $4,356.38 8Z5100 Cat 950 Loader 37.50 HR 41.0500 100.00 1.00 $1,539.38 8Z7010 Walk Behind Roller 37.50 HR 15.0000 100.00 1.00 $562.50 8Z96PU250 Ford F250 Pick Up 37.50 HR 18.6100 100.00 1.00 $697.88 8ZSHSB GME STONE BOX 37.50 HR 9.0000 100.00 1.00 $337.50 8ZSHTB GME TRENCH BOX 37.50 HR 12.0000 100.00 1.00 $450.00 8ZSU01 PIPE LASER 37.50 HR 2.8800 100.00 1.00 $108.00 ZTXFM Texas.Foreman 37.50 MH 25.0000 116.67 1.00 $2,039.01 ZTXPL Texas Pipe Layer 37.50 MH 19,0000 116.67 1.00 $1,344.34 ZTXSKLABOR Texas Skilled Labor 75.00 MH 19.0000 116.67 2.00 $2,688.68 ZTXSKOP Texas Skilled Operator 75.00 MH 21.0000 116.67 2.00 $2,908.54 ZTXUNSKLABOR Texas Unskilled Labor 37.50 MH 14.0000 116.67 1.00 $1,069.52 I 6 K 5 C.4u, I Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP30 30" RCP CL IIIx 163.00 LF 39.4500 106.50 1.00 $6,848.32 5AG57 57 Stone p 23.54 TON 22.5600 100.00 1.00 $531.06 5TRDIRT Truck Dirt Outp 84.76 TY 5.0000 100.00 1.00 $423.80 8Z4236 Cat 336 Excavator 49.70 HR 146.0000 100.00 1.00 $7,256.20 8Z5100 Cat 950 Loader 49.70 HR 70.3700 100.00 1.00 $3,497.39 8Z7010 Walk Behind Roller 49.70 HR 15.0000 100.00 1.00 $745.50 8Z9600 8" Hydraulic Pump 49.70 HR 37.1540 100.00 1.00 $1,846.55 8Z9610 8"Suction Hose 49.70 HR 2.1360 100.00 1.00 $106.16 8Z9620 8" Discharge Hose 25' Length 49.70 HR 1.5680 100.00 1.00 $77.93 8Z96PU250 Ford F250 Pick Up 49.70 HR 18.6100 100.00 1.00 $924.92 8ZSHSB GME STONE BOX 49.70 HR 9.0000 100.00 1.00 $447.30 BZSHTB GME TRENCH BOX 49.70 HR 12.0000 100.00 1.00 $596.40 8ZSU01 PIPE LASER 49.70 HR 2.8800 100.00 1.00 $143.14 ZTXFM Texas Foreman 49.70 MH 30.0000 116.67 1.00 $3,059.15 ZTXPL Texas Pipe Layer 49.70 MH 20.0000 116.67 1.00 $1,853.06 ZTXSKLABOR Texas Skilled Labor 99.39 MH 20.0000 116.67 2.00 $3,705.74 ZTXSKOP Texas Skilled Operator 99.39 MH 24.0000 116.67 2.00 $4,282.50 L1.XUNSKLABOR Texas Unskilled Labor 49.70 MH 16.5000 116.67 1.00 $1,595.85 16K5 > 4 1I Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP30 30"RCP CL IIIx 450.00 LF 39.4500 106.50 1.00 $18,906.41 5AG57 57 Stone p 65.00 TON 22.5600 100.00 1.00 $1,466.40 5TRDIRT Truck Dirt Outp 234.00 TY 5.0000 100.00 1.00 $1,170.00 8Z4236 Cat 336 Excavator 22.50 HR 116.1700 100.00 1.00 $2,613.83 8Z5100 Cat 950 Loader 22.50 HR 41.0500 100.00 1.00 $923.63 8Z7010 Walk Behind Roller 22.50 HR 15.0000 100.00 1.00 $337.50 8Z96PU250 Ford F250 Pick Up 22.50 HR 18.6100 100.00 1.00 $418.73 8ZSHSB GME STONE BOX 22.50 HR 9.0000 100.00 1.00 $202.50 8ZSHTB GME TRENCH BOX 22.50 HR 12.0000 100.00. 1.00 $270.00 8ZSU01 PIPE LASER 22.50 HR 2.8800 100.00 1.00 $64.80 ZTXFM Texas Foreman 22.50 MH 25.0000 116.67 1.00 $1,223.41 ZTXPL Texas Pipe Layer 22.50 MH 19.0000 116.67 1.00 $806.61 ZTXSKLABOR Texas Skilled Labor 45.00 MH 19.0000 116.67 2.00 $1,613.21 ZTXSKOP Texas Skilled Operator 45.00 MH 21.0000 116.67 2.00 $1,745.12 ZTXUNSKLABOR Texas Unskilled Labor 22.50 MH 14.0000 116.67 1.00 $641.71 16K5 /*---e_1-uck ( Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP36 36" RCP CL Illx 343.00 LF 55.1300 106.50 1.00 $20,138.71 5AG57 57 Stone p 54.88 TON 22.5600 100.00 1.00 $1,238.09 STRDIRT Truck Dirt Outp 231.87 TY 5.0000 100.00 1.00 $1,159.35 8Z4236 Cat 336 Excavator 172.98 HR 146.0000 100.00 1.00 $25,255.08 8Z5100 Cat 950 Loader 172.98 HR 70.3700 100.00 1.00 $12,172.60 827010 Walk Behind Roller 172.98 HR 15.0000. 100.00 1.00 $2,594.70 829600 8" Hydraulic Pump 172.98 HR 37.1540 100.00 1.00 $6,426.90 829610 8" Suction Hose 172.98 HR 2.1360 100.00 1.00 $369.49 8Z9620 8" Discharge Hose 25' Length 172.98 HR 1.5680 100.00 1.00 $271.23 8Z96PU250 Ford F250 Pick Up 172.98 HR 18.6100 100.00 1.00 $3,219.16 8ZSHSB GME STONE BOX 172.98 HR 9.0000 100.00 1.00 $1,556.82 8ZSHTB GME TRENCH BOX 172.98 HR 12.0000 100.00 1.00 $2,075.76 8ZSUO1 PIPE LASER 172.98 HR 2.8800 100.00 1.00 $498.18 ZTXFM Texas Foreman 172.98 MH 30.0000 116.67 1.00 $10,647.30 ZTXPL Texas Pipe Layer 172.98 MH 2O.0000 116.67 1.00 $6,449.53 ZTXSKLABOR Texas Skilled Labor 345.96 MH 2O.0000 116.67 2.00 $12,899.06 ZTXSKOP Texas Skilled Operator 345.96 MH 24.0000 116.67 2.00 $14,906.65 ZTXUNSKLABOR Texas Unskilled Labor 172.98 MH 16.5000 116.67 1.00 $5,554.34 16K5 BiD Resource Description Quantity Unit Unit Cost Tax/OT% Pcs/Wste Total 2RCP36 36" RCP CL IIIx 500.00 LF 55.1300 106.50 1.00 $29,356,73 5AG57 57 Stone p 80.00 TON 22.5600 100.00 1.00 $1,804.80 STRDIRT Truck DirtOutp 338.00 TY 5.0000 100.00 1,00 $1,690.00 8Z4236 Cat 336 Excavator 25.00 HR 116.1700 100.00 1.00 $2,904.25 8Z5100 Cat 950 Loader 25.00 HR 41.0500 100.00 1.00 $1,026.25 8Z7010 Walk Behind Roller 25.00 HR 15.0000 100.00 1.00 $375.00 8Z96PU250 Ford F250 Pick Up 25.00 HR 18.6100 100.00 1.00 $465.25 8ZSHSB GME STONE BOX 25.00 HR 9.0000 100.00 1.00 $225.00 8ZSHTB GME TRENCH BOX 25.00 HR 12.0000 100.00 1.00 $300.00 BZSUO1 PIPE LASER 25.00 HR 2.8800 100.00 1.00 $72.00 ZTXFM Texas Foreman 25.00 MH 25.0000 116.67 1.00 $1,359.34 ZTXPL Texas Pipe Layer 25.00 MH 19.0000 116.67 1.00 $896.22 ZTXSKLABOR Texas Skilled Labor 50.00 MH 19.0000 116.67 2.00 $1,792.46. ZTXSKOP Texas Skilled Operator 50.00 MH 21.0000 116.67 2.00 $1,939.03 ZTXUNSKLABOR Texas Unskilled Labor 25.00 MH 14.0000 116.67 1.00 $713.01 1 6 K 5 EXHIBIT C 16K5 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT TO:Robert Wiley(County Principal Project Manager) Bid No. 18-7322 Stormwater Management(County Division) Project No. 60142.30 Collier County Board of County Commissioners(the OWNER) County Purchase Order No. 4500192501 FROM:Micah Swartz(Contractor's Representative) Application Date 28-May-21 WPM-Southern,LLC Payment Application No. 25 4391 Colonial Blvd,Suite 105,Fort Myers,FL 33966(Contractor's Address) Work Period(FROM) 4/23/2021 RE:West Goodlette-Frank Road Area Joint Stormwater-Sewer Project Work Period(TO) 5/28/2021 Original Contract Time 730 Original Contract Price $6,715,239.00 Revised Contract Time 832 Total Change Orders to Date $0.00 Retainage @ 5%through(4/30/20) $316,036.34 Revised Contract Amount $6,715,239.00 Total value of Work Completed and stored to Date $6,320,726.79 Percent Work completed to Date: 94.1% Less Retainage $316,036.34 Percent Contract Time completed to Date 109.9% Total Earned Less Retainage $6,004,690.45 Less previous payment(s) $5,745,660.14 AMOUNT DUE THIS APPLICATION $259,030.31 Liquidated Damages to be Accrued $0.00 Remaining Contract Balance $394,512.21 ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION • CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through 24 inclusive;(2)title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,claims,security interests and encumbrances(except such as covered by Bond acceptable to OWNER);(3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due;and(4)CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: WPM-Southern,LLC BY: rc "' 7 (Signature) DATE: 7-16-2 021 Micah Swartz,Project Manager (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: DESIGN PROFESSIONAL: Q.Grady Minor&Associates,P.A. BY: (Signature) DATE: Justin Frederiksen Project Manager Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: OWNER:COLLIER COUNTY BOCC-STORMWATER MANAGEMENT BY: (Signature) DATE: Robert Wiley,Project Manager 1(1'780 16K5 EXHIBIT 0 FORM OF CONTRACT APPLICATION FOR PAYMENT(Continued) SCHEDULE OF VALUES mated Nmn.n 80142.30 R,.n.,Nam.: West ne.a.n.,rank Rebel Ana Joint 3,017TI..I.,..0,PI OW W62021 0.00710>: 25 per.: 423I2021 to 5282021 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE SCHEDULED WORK COMPLETED ITORED TOTAL TOTAL PERCENT BALANCE 5% NUMBER VALUE MATERIALS OTT CCf4PLETEO COMPLETE TO FINISH REIAINAOE PREVIOUS APPUCATIONS TNS PERIOD B STORED OTY LWORK IN PLACE OTY I WORK IN PLACE_ TO DATE SECTION(.CEt1ERA1. 1.1 MobLOalsn/D.mobioze0on 1 LS $650,000.00 5650.000.00 0.85 $552500.00 0 10.00 30,00 0.85 $552.500.00 85.00% 397,500.00 $27.625.00 1.2 Mal..nance of Traffic 1 LS $487.856.00 5487.056.00 I $407.356.00 0 $0.00 10,00 1 3487.856.00 100.00% $0.00 $24.392.80 1.3 Survey(Layout 6 Record C•ewings 1 LS 562,900.03 362,900.00 0.92 $57,088.00 0 $0.00 $0.00 0.92 357,886.00 92.00% $5,032.00 $2,893.40 1A Pr..Conaction Vdw 6 Phaograpb 1 LS $18.000.00 $18.000.00 1 W 016.000.00 0 $0.00 90.00 1 $106003.00 100.00% $0.00 5800.00 1.5 Remove,papoa.&R.N.,.Ortsw..y. 1.50 Concrete SY $26.00 3243,568.00 9287.67 $241,479.33 25.89 $673.14 $0.00 9313.56 5242,152.47 99.42% $1,415.53 $12,107,62 1.515 Decorative Comae% SY 349.50 96,701,50 09.79 34,296.11 89.18 31,413.42 30.00 175.95 38.709,53 9941% 351.98 $435.48 1.5c Aspholt SY $39.00 $103,890.00 4531.15 $176,714.65 155,13 36,050,07 30.00 4686.28 $182,764.92 99,50% 1925.05 $9,13825 1.54 Brick Pavers SY $48.50 372.447.00 1505.4E $70,005.13 5228 12,431.02 10.00 1557.77 $72,436,15 99.99% 310.85 $3,021.81 1.8 Remove,Dispose 6 R.pl.o.Sidewalk ®" SY $25.50 166,300.00 1501.93 $38,299.22 _565.70 $14,935.35 30.00 2087.63 $53,234,57 a0.29% $13,065.44 32,661.73 1.7 Road R.etor080n-010999e8 Subgrade SY $3.50 $176,872.50 50534,29 5176,870.02 0.00 $0.00 50.03 50534.29 1176,870.02 100.00% 52.48 58.843.50 1.0 Rood Restoration-URwrak Base(6) SY , $5.775 1244,894.85 42249.50 3243590.66 0.00 50.00 10.00 42249,50 $243.990.86 , 89.63% $903.79 $12,199.54 1.9 Road R6sto1100n-2.135 Asph.8(23Rs) 41380 SY $7.00 $209,660.00 23889.752 SIE7228,28 16035,56 1112.038.92 $0.00 398105,31 $279,267.16 96.41% $10,392.92 $13,963.36 1,10 MBmg 6 Resurfacing 6600 SY $019 $44,121.00 0 $0.00 561521 $37,537.68 10.00 581521 337,537.68 85.08% $6,58332 $1,878.68 1,11 Prhate Property Tree 0.553a7 100 EA $203.00 520,000.00 100 120,000,00 0.00 10.00 $0.00 100,00 020,000.00 100.00% 80.00 11,000.00 SECTION1-GENERAL SUBTOTAL ' 02,587,070.e5 52,253707.76 3171,079.60 $0.00 32,431,157.30 94.71% 1135,153.27 $121,559,37 6 EOTION 4SJSTORMWATE RAYl7EM 4.1 15'Perforated HOPE Pipe 5587 L5 $81.00 $339,587.00 5567 $339.587.00 10.00 30.00 5567 1339.587.00 100.00% $0.00 516.979.35 11 16 Federated HOPE Pipe 1525 LF $65.00 $118,495.00 1809 5117.585.00 $0.00 30.00 180E 3117,585,00 - 99.23% $910.00 $5,87925 4.3 24'Perforated HOPE Pipe 3500 IS 370.00 $273,030.00 3473 $270,894.00 $0.00 30.00 3473 1270,894.00 99.23% 82.106,03 513,544,70 4A HOPE Pipe 4.de It HDPE PIp. IIIII� LF 365.00 36]].0p0.00 0210 3533,650.00 30.00 S0.00 5210 3513,850.00 63.]e% 31 D3,35D9D 328,OB2.50 4,45 16 HDPE Pipe 780 LF f60.00 153.040,00 752 551,138.00 30.00 50.00 752 351,136.03 93.41% 51,904,00 32,556.80 4.44 24-HDPE Pipe 2550 LF $80.00 $204,000.00 2498 8100.e0.00 $0.00 $0.00 2498 5199,040.00 97.96% $4,160.00 $9,992.00 4.4d SO HOPE PIP 2500 LF 396.00 $240,000.00 2340 1124,640.00 30.00 $0.00 2340 3224,840.00 93.60% $15,360.00 $11,232.00 4.4e 36 HDPE Pipe 900 LF 5102.00 $99,960.00 974.5 599,399,00 $0.00 _ $0.00 974.5 ' 599.399,00 99,44% $561.00 34,96995 4.5 RCP 4,6a 16 RCP 4200 IF 370.00 $294,000.00 3943 $276,010.00 30.00 80,00 3943 $270,010.00 93,86% 517,990,00 $13,800.50 4Sb 16 RCP 200 LF 175.00 $15,000.00 176 $13,200.00 $0.00 50.00 178 113,200.00 88,00% 51,800.00' $860.00 45e 24'RCP 600 LF 388.00 152.800,00 526 346,/04,00 50.00 10,00 528 546.464,00 88.00% 56,336,00 32.323,20 4,54 SR RCP 200 LF $105.00 121,000.00 163 $17,115,00 $0,00 $0.03 183 $17,115.00 81,50% 55885.00 3855.75 4.5e 36 RCP 350 LF 3125.00 843,750.00 343 34287500 $0.00 $0.00 343 $42.075.00 98.03% 5875.00 $2,143.75 4.8 Coxl.M 4AMM End Sections 4.8a iT MES 147 EA $450.00 $66,150.00 133 159.150.00 _ S450.00 30.00 134 $60,300.00 91.16% $5.850.00 93,015,00 4.65 16 MOS 1 EA 1500.00 $500.03 1 $50000 10.00 $0.00 1 0500,00 100.00% $0.00 325.00 4,8c 36 SAES i EA 51,400.00 31,400W 1 $1,400.00 50.00 $0,00 1 31,400.00 100.00% 30,00 $70.00 4.6d 36 MEN 1 EA 31,800.00 $1,000.00 1 31,803.00 10,00 $0,00 1 51,800.00 100,00% 30,00 390,00 4.7 Cash Basins 4.7a Ditch 00500 IM.1-Type C 131 EA 32100.00 $275.100.00 131 5215,100.03 $0.00 50.00 131 3275.100.00 100.00% $0.00 $13,755,00 4.7b Ditch Bottom inlet-Type E 28 EA 53,500.00 396.000,00 28 398,oW90 10.00 10.00 28 $98.000.00 100.00% 30.00 34,900.00 4,7e Ditch Bottom In61-Type E WIN Web WWI 4 EA 83,500.00 314.000.03 1 13503,00 110.503,00 $0.00 4 $14,000.00 100.00% 50.00 5700.00 4,8 0010040a1 Junction Structures 8 EA 12,100.00 112,600.00 6 $12,600.00 50.00 $0.00 6 312,600.00 100.00% 10.00 3830.00 49 Concrete Headwall 2 EA 32,200.00 $4.400,00 t $2,200.00 30.00 00.00 1 $2,20000 50.00% $2,200,00 $110.00 4.10 INlne 1.74 Drake(LD) 198 EA 31,200.00 $237.80090 196 3235200.00 30.00 80,00 198 0235.203.013 9899% $2,400.00 $11,760.00 4.11 Type X Yerd Drain(YD) 95 EA $1.803.00 5152.000.03 95 3152,030.03 3000 $0,00 95 $152,003.50 100.00% $0.00 $7,800.80 4.12 Vaitay G4t.r 4 6 LF 115,00 36.390.00 426 56390,00 139.4 82,041.03 $0.00 61.4 19,231,130 144.46% .12.841.03 $461.55 4.13 }Ratan 4.13e 515 2.Bo50m MAABed Top EA 13.800.00 134.200.00 930400,00 $0.00 $0.00 $30.400,00 88.89% $3.800.00 11,520.00 4.1315 546}Bottom Valley Gutter Inlet EA $3,20090 S8A00.00 38,400.00 $0.00 10.00 56,400.00 100.00% 30.00 $520.00 4.134 645.}Bottom Modified Top w611 Cover EA $4,300,00 $4.300.00 $0.00 10.00 50.00 30.00 0.00% $4.300,00 $0,00 4,13d 545}3o6om Mono Topwl3o Cover 6W.k W.B EA 34,300.00 34?00.00 $1,300,00 $0.00 $0.00 34,30003 100.00% $0.00 $215.00 4,13o 5472.HOSCm Mona Top with Cover 6 Web Wag EA 84500.00 S4,500.00 34,500,00 $0.00 $0.00 34,500.03 100.0D% 30.00 1225.03 4,13( 547J-130eam Mono Top w3h2XCover 6 Web W.S EA 34,50000 $9,000.00 $9,00000 $0.00 30.00 $8,00000 100.00% 50,00 5450,00 4.14 Conn.ction t4 ExISthg Storm Slncbnra EA $2,600.00 15600,00 $5,800.00 $0.00 $0.00 $5,600.03 100.00% 50.00 $290.00 4.15 Connection el ERM.Storm Pipet New Storm Structure EA $2,50000 $5.000,00 55,00100 , 50.00 50.00 $5,000.00 100.00% 5000 $25090 4.16 Box Culvert EA , $136,003.00 5272,030.00 5272,000.03 30.00 $0.00 $272,000.00 100.00% $0.00 $13,800.03 4.17 5.6 01009 25000 LF $12.00 $300503.00 24322 $291,e84.00 30,00 10.00 24322 1291.064.00 9729% 8e,13600 $14,59320 SECTION4'46T00fBWA7E040057EM1SUBTOTAL 33908,872.00 13,709,999.00 $13,791.00 $0.00 33,723,79000 95,31% 1153.002.03 5106,189.50 SECTION 8"L CONOINOENCY 52 C06.,County Contingency $75,546.94 _ $0.00 $0.00 5000 0.00% 175.506,34 $090 52a RCO 9208-CROP 125.280.22 525,28022 10.00 125,250,22 100.00% $0.00 31,264.01 5,25 900911R5-Ridge Rlaers $21,819.78 $21.819.78 3000 221,619.78 100.00% $0,00 31,080,99 52e 5000100-5 Ridg.el Wr00eh . $50199.32 $30,109.32 $000 Sam 0932 100,00% 30,00 31,505,47 5.2d RCO SISN2 Storm Water SWOBn.Mod $599.36 $599.88 _ $0.00 , $599.86 100.00% 50.00 529.99 5.2e RC0621R-4 Storm W.ter SUru0ure Mod $3,415.77 $3,415.77 $0.00 $3,415.77 100.03% 50.00 $170.79 5,21 RC0330R-1 HOEy9.to UGH.Conflicts $1511.60 51,511.68 $0.00 31,511.63 100.00% 30.00 $75.50 5.20 RCO9UINI Existing Cross Drain Removal $2,419.90 12.419.90 $0.00 $2,419.90 100.00% $0.00 1121.00 5.2h RCO9IOR-S Rosemary Excavate 6Regrede at U641 $00.203.00 $0.00 180.203.00 $60203.00 100.00% 30.00 34,010.15 5,21 RCO 3430-1 Notch m HO 105 5589.86 10.00 $6e688 1539.33 10090% 10,00 329.49 SECTION:6:CONTINGENCY SUBTOTAL $241.290.35 504956.E s8U,792es 3185,749,41 68.09% 375.346,94 $8267,47 TOTALS I I 36,715,239.00 I I$6,048,063.31 I I 6272,663.48 I $0.00 I I 56,320,726.7E 194.135/e I 6394,112.21 I $316,038.34 16K5 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT TO:Robert Wiley(County Principal Project Manager) Bid No. 18-7322 Stormwater Management(County Division) Project No. 60142.30 Collier County Board of County Commissioners(the OWNER) County Purchase Order No. 4500192501 FROM:Micah Swartz(Contractors Representative) Application Date 30-Dec-21 WPM-Southern,LLC Payment Application No. 26 4391 Colonial Blvd,Suite 105,Fort Myers,FL 33966(Contractor's Address) Work Period(FROM) 5/29/2021 RE:West Goodfette-Frank Road Area Joint Stormwater-Sewer Project Work Period(TO) 6/30/2021 Original Contract Time 730 Original Contract Price $6,715,239.00 Revised Contract Time 832 Total Change Orders to Date $0.00 Retainage @ 5%through(4/30/20) $321,428.91 Revised Contract Amount $6,715,239.00 Total value of Work Completed and stored to Date $6,428,578.26 Percent Work completed to Date: 95.7% Less Retainage $321,428.91 Percent Contract Time completed to Date 113.8% Total Earned Less Retainage $6,107,149.34 Less previous payment(s) $6,004,690.45 AMOUNT DUE THIS APPLICATION $102,458.89 Liquidated Damages to be Accrued $0.00 Remaining Contract Balance $286,660.74 ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through 25 inclusive;(2)title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,claims,security interests and encumbrances(except such as covered by Bond acceptable to OWNER);(3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due;and(4)CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: WPM-Southern,LLC BY: (Signature) DATE: Micah Swartz,Project Manager (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: DESIGN PROFESSIONAL: Q.Grady Minor&Associates,P.A. BY: (Signature) DATE: Justin Frederiksen Project Manager Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: OWNER:COLLIER COUNTY BOCC-STORMWATER MANAGEMENT BY: (Signature) DATE: Robert Wiley,Project Manager l6K5 EXHIBIT 0 FORM OF CONTRACT APPLICATION FOR PAYMENT IConenued) SCHEDULE OF VALUES Prgan Rums., 60142.30 Project Neme: weal Goo4Nnaarant Read Area JwmatermwmHrsewer Praian Dew 12)302021 Ha: 26 Pe1e0, 5/29/2021 to 6/302021 MEM DESCRIPTION QUANTITY UNIT UNIT MIME SCHEDULED WORK COMPLETED STORED TOTAL TOTAL PERCENT BALANCE 5% NUMBER VALUE MATERIALS OTT COMPLETED COMPLETE TO FINISH RETAINAOE PREVIOUS APPUCATIONS TMS PERIOD S STORED STY I WORK IN PLACE ore I WORK IN PLACE I TO DATE SECTION I':•GENERAL 1.1 Mobllzah ID cnemMMBzation 1 LS 5550.030.00 8650,00000 0.55 $552.500.00 0.15 397,500.00 $0,00 1 5950.000.00 100.00% $0.00 $32,500.00 1,2 Malnnnanu of Traffic 1 LS 3033,058.00 5487,856.00 1 3007.856.00 0 50.00 $0.00 1 8487.658.00 100.0094 10.00 524,392.80 1.3 Sumay/layout 6 Record Drawings 1 LS $62,900.00 $82,900.00 0,92 $57,865.00 0.08 15,032.00 $0.00 1 562.900.00 100.00% $0.00 $3,145.00 1.4 Pea-Conebuclbn Video 6 Ph0o➢nph5 1 L6 $18,000.00 316,000.00 1 $16.000,00 0 $0.00 50.00 1 $16,000.00 100.00% $0,00 3000.00 1.5 Namovx,Dispoaa 6 Replace Ommweys 1.5a Concrete 9368 SY 326.00 $243,568.00 9313.55 $242.152.47 0.00 5000 $0.00 9313.56 $242.152.47 99.42% $1,415.53 $12,107.62 1.5b Decorative Concrete 177 SY $49,50 16.761,50 175.95 35.709,53 0.00 $0.00 10.00 175.95 $6.709.53 99.41% $51.98 5435,45 1,5c Asphait 4710 SY $39.00 $183,690.00 4686.28 $152.764.92 0.00 50.00 50.00 4666.25 $182.764.92 99.50% $925.05 59,135.25 1.5d Brick Pavers 1555 ST 546,50 172,447.00 1557.77 372036.15 0.00 $0.00 $0.00 1557.77 572,436.15 99.99% $10.85 $3,621.81 1.6 Remove,Dispose 6 Replace Sidewalk 2600 SY $25.50 $66,300.00 20117.63 $53,234.57 0,00 30.00 50,00 2087.63 $53,234.57 50.29% $13.065.44 52,681,73 1,7 Road Restoration-Stabilized Subprade 50535 SY 33.50 5176,872.50 50534.29 $176,870.02 0.00 $000 $0.00 50534.29 3176,870.02 100.00% 52.45 $8,543.50 1.8 Road Reslora0o1•Limerock Base(6) 42406 SY $5.775 $244994.85 42249.50 $243,990.86 156.00 $900.90 $0.00 42405.50 8244,891,76 100.00% 52.89 $12,244.59 1.9 Road Restoration-2.1/21 65041ait(2 Ms) 41380 SY $7,00 $289,660.00 39895.312 $279267.18 195.51 $1,366.57 $0.00 40090.52 5280,635.75 98,58% $9,024.25 114,031.79 1.10 Milling 6 Resurfacing 6600 SY $6.69 $44,121.00 5615.21 837,537.65 0.00 $0.00 $0,00 5615.21 537.537.68 85.0336 $6.563.32 51,876.58 1.11 Privet*Property Tree Removal 100 EA $200.00 520.000,00 100 520,000.00 0.00 30.00 $0.00 100.00 820,000.03 100.00% 50.00 $1,000.00 SECTION?.GENERAL SUBTOTAL 12,587.070.69 12,431,157.3B 5101,601.47 10.00 $2,536,e6663 96.79% 331,061.60 1125,799.44 SECTION 4'r STORMWATER SYSTEM 4.1 10 Perforated HOPE Pipe 5547 IF $61.00 5339,567.00 5567 1339,557,00 30.00 $0.00 5567 1336,557.00 100.00% $0.00 $16,979.35 42 16'Perforated HOPE Pipe 1823 LF 565.00 5118.495.00 1809 3117.585.00 $0.00 $0.00 1609 8117,555.00 99.23% 3910.00 $5,879.25 4.3 24'Perforated HOPE Pipe 3500 LF $78.00 $273,030.00 3473 3270.894.00 $0,00 80.00 3473 $270,894.00 99.23% 52.106,00 $13,544.70 44 HOPE Pip 4.4a 15 HOPE Pipe 9800 LF $55.00 $637,000,00 8210 5533,650,00 0 32,600.03 $0.00 8250 $536,250.00 84.18% 5100,750,00 $28.812,50 4,46 18'HOPE Pip* 780 IS 868.00 553,040.00 752 351,136.00 50.00 10.00 752 551,136.00 96.41% 31,904.00 $2,556.80 4.40 24'HOPE Pipe 2550 LF $80.00 3204,000.00 2496 S199,840.00 50.03 $0.00 2498 $199,340.00 97.96% $4,160.00 89,992,00 4.4d 35'HOPE Pips 2500 LF 396.00 3240,000.00 2340 $224.640.00 $0.00 80.00 2340 $224,640.00 93,80% $15,360.00 $11.232.00 44e 36 HOPE Pipe 950 IF 5102.00 $99.960.00 974.5 599,399.00 $0.00 80.00 974.5 $99.399.00 99.44% $561.00 $4.969.95 4.5 RCP 4.58 15'RCP 4200 LF $70.00 $294,000.00 3943 5278.010.00 $0.00 $0,00 3943 $276.010.00 93.85% 517.990,00 $13,800.50 4.5b 1611CP 200 LF 575,00 815,003.00 176 113,200.00 50.00 10,00 176 513.200.00 88.00% $1,800.00 5660.00 4.5c 24'RCP 600 LF 158.00 $52,800.00 526 $45,464.03 30.00 80.00 528 $46464.00 55.00% 86,338,00 $2,323.20 4.5d 3T RCP 200 LF $105.00 521.000,00 163 117,115,00 $0.00 $0.03 163 517,115.00 51.50% $3,685.00 $655.75 4.5e 36 RCP 350 IF $125.00 543,750.00 343 $42,675.00 50.00 $0,00 343 $42.875.00 95.00% 1875,00 $2,143.75 4,8 Caw.,Wend End Sections 4.68 16 MES 147 EA $450.00 166,150.00 1'4 _ 560,300.00 5450.00 $0,00 135 / 750,750,00 91.54% $5,400.00 83,037.50 4.6b 16 MEN I EA 3500.00 5500.03 $500.00 30.00 30.00 1 $500.00 100,00% $0.00 $25.00 4.6c 301 ME5 1 EA 51,400.00 $1,400.00 $1,400.00 $0.03 10.00 1 $1,400.00 100.00% $0.00 370,00 4.6d 36 MIS I EA 31,800.00 $1,800.00 81.800,00 50.00 $0.00 1 $1,800.00 100.00% 50,00 $90.00 4.7 Catch Basins 4.7e Ditch Bottom Inlet-Type C 131 EA 52.100,00 $275,100.00 11 $275,100.00 30.00 50.00 131 8275.100,00 100.00% $0.00 $13,755.00 4.7b Ditch Bottom Inlet-Type E 28 EA $3,500.00 $95,000.00 2 390,000.00 30.00 30.00 28 $95,000.00 100.00% $0.00 5090000 4.7c Ditch Bottom Inlet-Typ E with Weir Wall 4 EA $3,500.00 $14,000.00 114,000.00 $0.00 10.00 4 514.003.00 100.00% $0.00 $700.00 4.6 CNndrlcal Junction 350610es 6 EA 32.100,00 812,603.00 $12,600.00 80.00 $0.00 6 812,603.00 100.00% 10.00 $630.00 4.9 Concrete Headwall 2 EA 52.203.00 84.400,00 $2,200.00 $0.00 30.00 1 $2,200.00 50.00% 32.200,00 $110.00 4.10 Wine Yard 50nil(LD) 195 EA $1,200.00 5237.600.00 198 $235,200.00 $0.00 $0.00 198 3235,203.00 98,99% 82400.00 311,790,00 4.11 Type X Yard Dnln(00) 95 EA $1,600.00 5152.000.00 95 5152000.00 $0.00 $000 95 $152.000.00 100.00% $0.00 87.800,00 4.12 0e1l75 Gutter 46 LF $15.00 16.390,00 _ 814 $9331.00 10.00 50.00 615.4 $9,231.00 14446% .52,841.00 5461.55 4.13 .1-Bottom 4.13a 6051898om Madded Top EA $3800.00 334200.00 $30,400.00 $0.00 3003 8 $30,400.00 8659% 83,800.00 $1,520.00 4.13b 515'J-Bonom Valley Gutter Inlet EA $3200.00 $8.400,00 55,400.00 30.00 $0.00 2 $6,400.00 100.00% 10.00 1320.00 4.13c 505 J-Bo8em Modified Top with Cover EA $4.300.03 34.300.00 50.00 $0.00 $0.00 0 10.00 0,00% $4,300.00 30.00 4,134 Tx5.1BHRmn Mora Top with Cover 4 Weir Wa8 EA 14,300.00 14,300.00 54,300.00 $0.03 30.00 1 $4,300,00 100.00% 50.00 $215.00 4.13a S%TJ-Bottom Mono Top with Cover BW*irWall EA 54,500.00 $4,50003 34.500,00 $0.00 5003 I 54,500.03 100.00% 50.00 3225.00 4.131 517.1-Bottom Mono Top Wile 2XCover 6 Weir Wel EA $4,500.80 $9.000.00 $9,000.00 50,00 $0.00 2 19,000.00 100,0016 $0.00 5450.00 4.14 Connection to Existing 60N1 5trucNn EA $2.800.00 55.600,00 $5.600.03 $0.00 $0.00 2 15,800.00 100.00% 50.00 5280.00 4.15 Connection al Exist.Storm Pipe to New Storm Structure EA $2,580.00 $5.003.00 35,000.00 50.00 50.00 2 $5,030.00 100.00% 10.00 $250.00 4.16 Box CuNen EA $136,003.00 $272,000.00 $272.030.00 $0.00 $0.00 2 3272.000.00 100.00% 10.00 $13,600.00 4.17 Swale Grading 25000 IF 512.00 5300,000.00 24 22 $291 864.00 30.00 $0.00 24322 5291,564.00 97.29% $6.136.00 $14.593.20 SECTION 4-STORMWATERSYSTEM SU610TAL 33,306,672.00 33,720,70100 30.050.00 30.0a 33,723,300A0 95.39% 1150,032.03 /186,342.00 SECTION 6-CONTINGENCY 5.2 Collier County Contingency 375,545.04 30.00 $0.00 $0.00 0.00% $75,546.94 $0.00 5.2a RCO/2R6.ERCP $25,280.22 525,280.22 50.00 525.260.22 100.00% 50.00 $1,264.01 5.2b RCA S11R5-Ridge Risen 521,619.78 $21,619.78 50.00 521,619.7E 100.00% $0.00 $1,060.99 520 ROO 1/80-5 Ridge 6UMngwah 530,109.32 530,109.32 50.00 $30,109.32 100.00% 10.00 $1,50547 5.2d RCO/19R2 Storm Water Structure Mod 35913M $599.58 50.00 5599,88 100.00% $0.00 $29,99 5.2e RCO/21R4 Storm Water Structure Mod $3,415.77 $3,415.77 50.00 53,415,77 100.00% 50.00 5170.79 6.2f RCO 930R-1 HolIgate Utilities C0ni.As $1,511.65 31,511.66 50.00 $1.511,65 100.00% $0.00 175.58 5.2g RCO 631R1 EASSng Cross Drain Removal $2,419.90 52,419.90 $0.00 $2419.90 100.00% $0.00 5121.00 5.2h RCO/16R.5 Ro.amary teavate 6 Rapnde et U541 $80.203.00 $80203.00 $0.00 $80,203.00 100.00% $0.00 $4,010.15 5.2i RCO/4313-1 Notch in HG 105 $585.85 5589.88 50.00 5589.88 100.00% 50,00 529,49 SECTION 6'-CONTINGENCY SUBTOTAL 3241,299.35 1195,74941 10,00 3116,740.41 66.11213 375,5483m $5,267.47 TOTALS I I S6,715,239.00 I I$6,320,726.79 I 15107,851.47 I $0.00 I, I 35,428,578.26 195.73%I 5286,660.74 I $321,428.91 16K5 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT TO:Robert Wiley(County Principal Project Manager) Bid No. 18-7322 Stormwater Management(County Division) Project No. 60142.30 Collier County Board of County Commissioners(the OWNER) County Purchase Order No. 4500192501 FROM:Micah Swartz(Contractor's Representative) Application Date 30-Dec-21 WPM-Southern,LLC Payment Application No. 27 4391 Colonial Blvd,Suite 105,Fort Myers,FL 33966(Contractor's Address) Work Period(FROM) 11/26/2018 RE:West Goodlette-Frank Road Area Joint Stormwater-Sewer Project Work Period(TO) 6/30/2021 Original Contract Time 730 Original Contract Price $6,715,239.00 Revised Contract Time 832 Total Change Orders to Date $0.00 Retainage @ 0% $0.00 Revised Contract Amount $6,715,239.00 Total value of Work Completed and stored to Date $6,428,578.26 Percent Work completed to Date: 95.7% Less Retainage $0.00 Percent Contract Time completed to Date 113.8% Total Earned Less Retainage $6,428,578.26 Less previous payment(s) $6,107,149.34 AMOUNT DUE THIS APPLICATION $321,428.92 Liquidated Damages to be Accrued $0.00 Remaining Contract Balance $286,660.74 ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through 26 inclusive;(2)title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,claims,security interests and encumbrances(except such as covered by Bond acceptable to OWNER);(3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due;and(4)CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: WPM-Southern,LLC BY: (Signature) DATE: Micah Swartz,Project Manager (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: DESIGN PROFESSIONAL: Q.Grady Minor&Associates,P.A. BY: (Signature) DATE: Justin Frederiksen Project Manager Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: OWNER:COLLIER COUNTY BOCC-STORMWATER MANAGEMENT BY: (Signature) DATE: Robert Wiley,Project Manager 1 6K5 E730BIT 0 FORM OF CONTRACT APPLICATOR FOR PAYMENT(Continued) SCHEDULE OF VALUES mope tramem, 60142.30 Preps,Ream West oemanmeren6 Rem Areeuetni Memwewraewer mope Dew 122/30/2021 Piw Am.w 27 maw: 11/26/2016 to 6/3072021 REM DESCRIPTION OUANRIY MIT UNIT PRICE SCHEDULER WORK COMPLETED STORED TOTAL TOTAL PERCENT BALANCE 0% NURSER VALUE MATERIALS OTT COMPLETED COUPLETS To FI6I36 REfAINAOE PREVIOUSUPPUCATONS TM!PERIOD &STORED OTT I WORN IN PLACE OTT I WORN IN PLACE TO DATE N 7I0 0 .ENENAL 1.1 Mobilization/DemoblEzatlan 1 LS 3650.000.00 $850,000.00 1 3650,000.00 0 30.00 $0.00 1 3650.003.00 160.03% 50.00 $0.00 1.2 6401lerance MT raffia 1 LS 3457.656.00 5417,156.00 1 $487,85603 0 - 30.03 30.00 1 5487,656.00 100.00% 30.00 80.00 1.3 Survey)Layout 8 Record 0rawdrgs 1 LS $62.900,0 362.960.03 1 362,900.03 0 $0.03 $0.00 1 562.900,00 100.00% $0.00 $0.00 1,4 Pro-ConstNadon Video&Photographs 1 LS $16,000.00 $16,000.00 1 316600.00 0 30.60 $0.00 1 310,060.00 100.00% $0.00 30.00 1.5 Remove,Dispose 8 R.Alecs D,Nwways 1,55 Concrete 9368 SY 326.00 3243,561.03 0313.56 3242.15247 0.00 50.00 30.60 9313,56 3242,152.47 09.42% $1,415.53 50.00 1.5b 0.401.00e Concrete 177 SY 349.50 $8,761.50 17595 38.700.53 0.00 $0.00 $0.00 175,95 86,709,53 99.41% $51.08 $020 1,54 Asphalt 4710 SY 339.00 $163,890.00 4616,26 3162764.92 , 0,00 30.00 $0.00 4686,26 $162,764.92 99,50% $92508 $0.00 1.3d Brick Pavers 155a SY $48.50 372,447.00 1557.77 372,436,15 0.00 $0.00 50.00 1557.77 $72436.15 99,9916 $10.85 $040 12 0e000e,Dispose 8 Replace SWewalk 2800 SY 325.50 366,303.00 2017.63 053,234,57 0.00 30.00 30.00 2067.63 153.234,57 60,28% 513,06544 30.00 1.7 Road Restoration•Slabtbed Subgrade _50535 SY 33,50 3176172,50 50534.29 3176,170.02 0.00 $0.00 $0.00 50534.29 $176,870.02 100.00% 32,46 30.00 1,6 Road Restoration-Llmrock Base(6) 42405 SY $5,775 3244,894.05 41406.50 3244,891.76 0.00 30.00 30.00 42405.50 3244,891.76 100.00% $2.80 30.00 1,9 Road Restoration•2-1?Asphalt 12 Ms) 41380 SY 37.03 1289,650.00 40090.622 3260,636.75 0.00 30.00 50.00 40090.82 3260,835.75 96.68% 39.024,2E 30.00 1.10 Milling,Resurfacing 6600 SY $6.69 $44,121.00 5615.21 $37,537,68 0.00 $0,00 $0.00 5615.21 337,537.61 85.08% 36,563,32 30.00 1.11 Private PmpSHO Tres Removal 100 EA $200.00 $20,003.00 100 320,000.00 0,00 $0.00 30.00 100.00 320,060.00 100.00% $0.00 $0.00 SECT101.11-GENERAL SUBTOTAL 32.587.070.65 12,535,966.65 $0.00 $0.00 57535,468.85 96,79% 331,081,30 30.00 554728N45'91014MWA7E0,OYOTFM 4.1 15'P4700.04 HOPE Pipe 5567 LF $61.00 $339,587.00 5567 $339,587.00 30.00 30.00 5567 3339.517.00 100.60% $0.00 $0.00 4.2 18'Perforated HOPE Pipe 1823 IF $65.00 $116495.00 1909 5117,565.00 30.03 $0.00 1609 3117.585.00 99,23% $910.03 3000 4.3 24'Perforated HOPE Pipe 3500 IF 375.00 8273,000,00 3473 3270,894.00 30.00 30.00 3473 $270,894.00 99.23% 32,106.00 $0.00 44 HOPE Pipe 4.4E 10 HOPE PIpe 9800 LF $65.00 $837,00020 8250 $536.25020 10,00 30.00 8250 5536,250.00 54.18% 3100,75000 $0.00 4,46 16'420E Pipe 760 IF 568.00 353,040,00 752 351,136,00 30.00 30.00 752 351,136.00 96.41% $1,904.00 30.00 4.40 24'HDPE Pipe 2550 IF 360.00 $204,000.00 2498 3199.540.03 30.00 30,00 2498 5199.640.00 97.96% 54,1E000 $000 441 30 HOPE Pipe 2500 LF $98.00 3240,000.00 2340 $224,640.00 30,00 $0.00 2340 $224.640.00 03.60% 315,380.00 30,00 4.4e 30 HOPE Pipe 980 IF 31172.00 $99,980.00 974.5 399,399,00 3020 $0.00 974.5 899.399.00 99.44% 3581.00 3000 4.5 RCP 4.SS _1S RCP 4200 LF $7000 $294,000,00 3943 $278,010.00 $0,00 30.00 3943 $276,010,00 93.86% 317,990.00 80,00 4.Sb 16'RCP 200 IF 575,00 515,000.00 176 513,200.00 $0.00 3020 178 313.200.00 18.00% $1,500.00 $0.00 4.50 24'RCP 600 IF 168,00 952,600.00 526 348,404,00 30,00 5000 528 346,464.03 66.00% 56,33600 $0.00 4,50 30 RCP 200 IF 3105.03 321,000.00 153 317,115.00 _ 30.00 $0.60 163 917.115,00 61.50% 53,815.00 30.00 4.5e 36'RCP 350 LF $125.60 543,750.00 343 542.875.00 30,00 30.00 343 342.675.00 96.00% $675.00 10.00 4.1 Concrete MIMnd Ere Sac004 4.8E .17 MES 147 EA H50.00 366,150.00 135 $40,750.00 80.00 $0.00 135 300.750.00 91.14% 35.400.60 30.00 4.6E 14'MES 1 EA 350000 $500.03 1 3500.00 30.00 30,00 1 $300.00 100.00% ' 50.00 $0.00 4.64 30 MES 1 EA 51,401.00 $1,400.00 I 51,400.00 30.00 $0.00 1 $1,4002 100.00% $0.00 50.00 4,6E 37 MES 1 EA $1,600.00 31,60000 1 31,800.00 $0.00 30,00 1 $1,80000 100,00% 30,00 30.00 4,7 Catch Be48u 4,7a Ditch Bottom Inlet-Type 131 EA $2,100.00 3275.100,00 131 $275,100.00 30.00 30,00 131 $275,100.00 100.00% $0.00 50,00 4.7b D6ch Bottom Inlet.Type 21 EA 33.560,00 398,000.00 26 $95.030.00 30.00 80.00 28 398,00600 10020% $0.00 $0,00 4.7c Deck Bottom Inlet•Type E with Welt Ma 4 EA $3,500.00 $14,003.00 4 114.000,00 30.00 30.00 4 314,000.00 160.00% $0,00 $0.00 4.6 Cylindrical Junction Sducaro 8 EA 31,100,00 312,600.00 6 $12,600.03 $0.00 30.00 6 312,600.00 100.00% $0,00 $0.00 4.9 Concrete Headwall 2 EA , 32,260.00 $4,400.00 1 32,200.00 $0.00 50.03 1 $2,20003 50.00% $2,200,00 $0.00 4.10 (Nine Yard Drab,(ID) 198 EA 31,20000 3237,10000 106 3235200.00 30.60 30.00 196 $235,200.00 96.89% $2,400.00 $0.00 4,11 type o Yard DraM(Y11) 95 EA $1,860.00 3152,000Z 85 8152,000.00 30.00 $0,00 9 3152,000.00 100.00% 8000 30.00 4,12 Valley Ordler 48 IF $15.00 $8,363.00 616.4 39,231.00 $0.00 SOLO 61.4 $0,231.00 144,46% 42941,00 $0.00 4.13 (OSan 4.13a 51516adom Mediaed Tep EA 33.80020 $34,203.00 8 330,400.00 30.00 $0.00 330.40600 88.89% 33,600.00 30.00 4.13b 5'x5'Y6oRom V41e3 Gutter 114e1 EA $3.200.00 39,400.00 2 $4.40000 30.00 30.00 $6,400.00 10020% 30.00 30.00 4.13c i 545'1.601Mm Modl5wd Top with Cover EA 34,300.03 34.300.03 0 $0.00 30.00 30,00 $0.00 0.00% $4,300.00 30.00 4.13E i 515 LBo00m Mono Top with Coves L Weir Wall EA $4,300.00 $4.300.00 1 $4 300,00 $0.00 3020 $4,30000 100.00% 30.00 30.00 4,13s SY71Bo50m Mono Top with Cover L Wok Wall EA 84,50000 34300.00 1 $4.500.00 30.03 30.00 $4,500.03 100,03% $0.00 $0.00 4.13f 517 LBodom Mono Top with 2%Cover B Weir WWI EA $4,500.00 39,000.00 2 $9,000.00 $0.00 80.00 $9,00000 100.00% $0.00 $0.00 4,14 Connection to Existing Star Structure EA $2,800.00 35,800.60 2 35.600,00 30.00 30.00 35.600.00 100.00% 50,00 3020 4,15 Connection of Exist.Storm Pipe te New Storm Structure EA $2,500.00 $5.000.00 2 35.000,00 $0,00 $0.00 $5,000.00 100.00%, 30.00 $0.00 4,16 Boo Culvert EA 5136,000.00 $272,000,00 2 3272,003.00 $0.00 $0.60 1272,000,00 (0000% $0.00 30,00 4,17 Swele Grading 25000 IF 512.00 $300,00020 24322 3291,104.00 $0.00 30.00 24322 $291.864,00 97,29% $5,135,00 $0.00 5EH7I03'4IH4TORMWATERSVBTEM,SUNTOTAL $3,906,17200 33,726,940.00 30,00 $0.00 33,728,0020 95.39% i 3160,03220 3600 IOONTINOENGY 52 Collar County Contingency 575,546.94 30,00 10.00 3000 0.00% 875,54694 $0.00 52a RCO/2R6.ERCP $23.210.22 $25,290.22 30.00 325.21022 100,00% 3000 $0.00 5.2b RCO/t IRS.Ridge Risen $21,119,78 $21,619.78 30.00 $21,819,78 160.00% 50.00 30.00 5.2c RCO/11I15 Ridge st Wirgwals $30,109.32 330,109.32 30.60 $30,109,32 100.00% $0,00 30.00 52d RC0/19R2 Storm Water StrucM.Mod $598.86 $599,86 $0.00 $598.58 100.0016 30.00 30,00 5.26 RC0/21R4 Storm Water SVumure Mod $3,415.77 $3,415.77 50.00 - $3,415.77 100.60% 30.00 30.00 3.21 RCO630R-1 H5005S/s O130.S 0071kts $1.511.68 31,511.88 $0.00 51,511.66 100,00% 30.00 30.00 5,29 RC0031R1 Existing Coma Drain Removal 32419.90 12,419.90 30.00 $2,419.90 10000% 30.00 30.00 5,211 RCO118R-5 Rosemary E4cavate 8 Re5nda at U541 $60,203.00 150203,00 10.00 360.203,00 100.00%_ 30.00 $020 5.21 ROO 1434•1 Notch M 40105 $560.16 $589.88 30.60 5589.81 100.00% $0.00 30,00 SECO2'1P&COH37N0ENCY SUBTOTAL $241,29615 3165.74911 $020 $165,746.41 1669% 175,548.94 30130 TOTALS I I $8,715,239.00 I I$5,428,578.28 I I $0.00 I $0.00 I I 56,428,578.2E 195.73%I $288,880.74 I $0.00 16K5 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT TO:Bob Middleton Bid No. 18-7322 Utilities Department Project No. 60142,30 City of Naples(the OWNER) City Purchase Order No. 2000-723-00 FROM:Micah Swartz(Contractor's Representative) Application Date 30-Dec-21 WPM-Southern,LLC Payment Application No. 27 4391 Colonial Blvd,Suite 105,Fort Myers,FL 33966(Contractor's Address) Work Period(FROM) 11/26/2018 RE:West Goodlette-Frank Road Area Joint Stormwater-Sewer Project Work Period(TO) 6/30/2021 Original Contract Time 730 Original Contract Price $7,654,761.00 Revised Contract Time 832 Total Change Orders to Date $0.00 Retainage @ 0% $0.00 Revised Contract Amount $7,654,761.00 Total value of Work Completed and stored to Date $7,542,268.17 Percent Work completed to Date: 98.5% Less Retainage $0.00 Percent Contract Time completed to Date 113 8% Total Earned Less Retainage $7,542,268.17 Less previous payment(s) $7,409,520.97 AMOUNT DUE THIS APPLICATION $132,747.20 Liquidated Damages to be Accrued $0.00 Remaining Contract Balance $112,492.83 ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through 26 inclusive;(2)title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,claims,security interests and encumbrances(except such as covered by Bond acceptable to OWNER);(3)all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due;and(4)CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: WPM-Southern,LLC BY: (Signature) DATE: Micah Swartz,Project Manager (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: DESIGN PROFESSIONAL: Q.Grady Minor&Associates,P.A. BY: (Signature) DATE: Justin Frederiksen Project Manager Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by: OWNER:CITY OF NAPLES-UTILITIES DEPARTMENT BY: (Signature) DATE: Bob Middleton !CA° 16K5 EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT ICenIInUe6) SCHEDULE OF VALUES ..oleo NumO., 60142.30 P.ele6 Nerve w.nae.dlee+..nitPeed Arse Joint er.mmeor-Sarre.Propel e. 12.0/2021 NT APP., 27 Peeled, 1.6.018 la 6/30/2021 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE SCHEDULED WORK COMPLETED TOTALSTORED 0,00% NUMBER VAL. MATERIALS TOTAL COMPLETED COWLEY6 TO FINISH RETAINAOE PRMOUS APPLICATIONS THIS PER100 6 STORED Section 1 Only OTY I WORK IN PLACE QTT I WORK IN PLACE TO DATE SECTION:I-GENERAL 1.1 50090aoon 1 0em05190.10.n 1 LS 18660,000.00 5660.00000 I 5550.000.00 0 50.00 $0.00 I 5650.000.00 100.00% 50.00 50.00 1.2 MRl0e73n0e al Traffic 1 LS 5407,856.00 5407.056.00 1 s461550.00 0 $0.00 $0.00 1 5487,856.00 100.00% 5000 $000 1,3 Survey ILRyoul 6 Record Drawings LS _562,900.00 $62,90000 1 S62,900.00 0 50.00 $0.00 1 562.900.00 100.00% $0.00 $000 1.4 PIe.CnelmOion Video 6 PhatoO,ph5 1 LS $16.00000 516.000.00 1 $18,081000 0 $0.00 $0.00 1 $16.000.00 100.00% 50.00 $0.00 • 15 Remove.Dispose 6 Replan Driveways 1,5e Concrete 6600 SY 526.00 6171,800 00 9313.58 5242,152.47 000 50.00 50.00 9313.56 $242,152.47 141,11% -57055247 50.00 1.5b Decorative Concrete 1000 SY 549.50 549,50000 175.95 58.709.53 0,00 50.00 5000 175.95 $8,70553 17.60% S4078040 $000 1.5c AapnET 1200 SY $39.00 845.80000 120000 546,800.00 000 5000 5000 1200.00 $46,800.00 100.00% 6000 SOAK 1.5d Brick Pavers 1600 57 $46.50 874,40000 1557.77 $72,435.15 000 5000 5000 1557.77 572.436.15 9706% 11,96305 $0.00 1.6 Remove,Dispose 6 Replace Sidewalk 2600 SY 525.50 586.30000 206763 $53,23457 000 5000 $000 2087.03 553,234.57 0029% 513.065.44 1000 1,7 Road Reolor030n.SlabilleM S.gre0e 35000 SY $350 5122,500.00 5053429 $176,870.02 0.00 $000 $000 5053429 1176,070.02 144.38% -$54,370.02 $0.00 1.6 Road Restoration-Lime.40k Base(.} 30000 SY 55.78 $173,250.00 42405.50 $244,891.76 0.00 $0.00 $0.00 4240550 5244,891.78 _ 141.35% .171541.76 50.00 1,9 Road Reslorallon•2.182•Mph.(2 805) 29000 SY 87.00 $203 000.00 40090 02 5280,635.75 0.00 $0.00 50.00 40090.02 $200,635.75 138.24% -577,635.75 50.00 1.10 Milling 658007.blng 6600 SY $8.09 140,12100 561521 537,537.50 0.00 5000 10.00 5615.21 $37,53768 8508% 56,583.32 50,00 1.11 Private Plopely Tree Rommel 100 EA 5200.00 $2000000 100 $20.000.00 000 $0.00 $0.00 100.00 $20,000.00 100.00% 50.00 50.00 SECTOR 1-GENERALIUITOTAL 32,180,327.00 12.400,025.95 BODO _ 30.00 12,400023.63 ' 109.66% -5211,79853 S0,00 SECTION 2-WATER SYSTEM 2.1 0-C900 DRIB PVC Weiler Main Pipelines 14750 LF 130.00 $442.50000 1541 8457.23000 5000 $0.00 1 241 5457,230.00 103.33% -5..730.00 $0.00 2.2 8-Gate Valves Bap 65 EA $07000 556,550.00 6 $56,550.00 $000 $0.00 5 S55,550.00 100.00% 5000 $000 2,3 Fire Hydrant Assemblies 35 EA 53,600.00 5126,000.00 3 5126,000.00 5000 8000 5 5128,000.00 100.00% $0.00 50.00 • 2,4 Wale,Services 2.4a Single Short Water Service 138 EA 51,000.00 5130,000.00 1 4 514400000 5000 0000 1 4 $144,000.00 104.35% -56,000.00 0000 2.4b Double Short Waist Service 10 EA 51100.00 $12,00000 5000 50.00 50.00 5000 0.00% 112.00000 5000 2.40 Single Long Water Sa74ce 155 EA $1250.00 $209,250.00 1 9 5201,150.00 $0.00 SO CD 1 9 0201,15000 95.13% $8.100.00 50.00 2.4d Double Lang Wafer Service 10 EA 51.500.00 515,000.00 510,500.00 5000 5000 $10,500.00 70.00% 54500.00 $000 2.5 CONTRCAon to Exis1119 W118rMain 2.5a Hally0ala Limel HemM,9wa6 1 EA 43.00000 $3A00,00 - 53,000.00 50.00 5000 , 53,000.00 100.00% 5000 $0.00 2.5b Frank 001,Ileman 6130.l US41 1 EA 510,000.00 518,60000 518,00000 $000 $0.00 516,000.00 10000% 5000 $0.00 2.5c Ohio Drivel 10Ih S1re.North 1 EA 5300000 53000.00 43400,00 so co 5000 $3,000.00 100.00% $0.00 50.00 2.55 Highpoint Circe)14th 51nel 1 - EA 53.00000 $3.000.00 53,000.00 5000 50.00 53000.00 100.00% SOAO $0.00 2.5a Rosemary/U541 1 EA 510,000.00 $10,000.00 110,000.00 5000 50.00 $18,000.00 10000% 5000 50.00 251 Ridge Sll.M/Rosemary Lens 1 EA 52.800.00 52,000.00 $2,900.00 $0.00 $0.00 52,800.00 100.00% 30.00 50.00 2.6 BecMR0b9ba1 Sample POI.M 2,6a Temporary Samples Pant 14 EA 5600.00 $8,400.00 2 $12.000.00 50.00 50.00 2 512,000.00 142.86% .53,600.00 $0.00 2.8E Permanent Sample Point 6 EA $1,400.60 $8,400.00 51.400.00 50.00 S0.00 $1.400.00 16.67% 57,000.00 5000 2.7 Air Release Verve, 5 EA $3000.00 515,000.00 $0.00 $0.00 5000 50.00 0.00% 515,000.00 S0.00 2.8 Grout ADandonemenl el Evislln9 Wider Mein(4.6larger) 8000 CF $1215 $7290000 1536.79 S18,67200 5000 50.00 153.79 518,672.00 25.81% S54,220.00 50.00 29 Ramos 6 Dispose Existing Water Main(051arper) 100D LF $2225 522,250.00 2688 $59,80800 50.00 50.00 268 559,808.00 260 BD% -53705500 $000 SECTION]:WATER 900TE00 SUBTOTAL 81174,05000 11,136,110.00 $000 0009 $1,131,110.00 965016 330,540.00 4040 SECTION 3-WASTEWATER 1Y37DM 3,1 Force Main Pipelines 3.1a 0 DR1I HOPE(Directional Drilled)Pan Main 190 LF 52,000.00 S532,000.00 190 $532.000.00 5000 5000 190 5532,000.00 100.00% 5000 50.00 3,10 1•C900 0518 PLC Fame Main 80 IF 3161.00 514,40000 80 511!00.00 $eipp $0.00 80 $14,480.00 100.00% $0.00 $0.00 3.10 6-090013R18 PVC Force Main 1825 IF $50.00 $61,250.00 1330 565.900.00 50.00 $0.00 1330 $06,900.00 02.34% $14.350.00 50.00 3,14 8•0900 0010 PVC Face Mein 2650 IF 553.00 5140.450.00 2501 5137,111.00 $0.00 $0.00 2587 5137,111.00 97.62% 53,339.00 $0.00 3,2 10-PVC Gr..Sews. 3,2s 10-C.A.Se00er(061ee0 1250 IS 567.00 $03,750.00 1081 $72,42700 5000 50.00 1001 572,427.00 86.48% $11,323.00 $0.00 3,21, 10•Gravity Senor(G101.0 9550 IF 570.00 $555,50000 9550 5600,500.00 $0.00 50.00 9550 5868.500.00 100.00% 50.00 $000 3,20 10•Gravity Sewer(10-141.4) 5500 IS $02.00 $451,000.00 5500 5451.00000 50.00 50.00 5500 5451.000.00 100.00% $0.00 5000 3,24 10-Gravity Sewer(140 leap 950 LF 8110.00 $104,500.00 B50 5104,500.00 5000 8000 950 5104500.00 100.00% $0.00 50.00 3.3 SanIMry Sesser Service LMM. 350 EA $2225.00 5770,750.00 350 $796550.00 WOO 50.00 350 $796.550.00 102.29% .517,000.00 $000 3.4 Mr Rebese Valves 8 EA 5290000 523,200.00 1 $2,900.00 5000 S000 1 $2900.00 1250% $20.300.00 1000 3.5 Realgenl Seel Pole Valves I. w 8o 35. r➢at.y.Ne S box.. 2 EA s7e1.03 slsxoK 2 51574.00 $0.00 SOAO z sts]LKo 100.00% $0.00 $000 3,514 6'9ate valved bees 5 EA $912.00 55A72.00 6 55,472.00 5000 $0.008 85.472.00 100.00% SOAO $0.00 3.50 8-gate 48.5 boon 4 EA 51,300.00 55200.00 2 52.600.00 $0.00 30.00 2 $2,600.00 5000% 52,800.00 $0.00 354 6,nsel Gale 590.6 box1 EA 59200.00 59200.00 0 50.00 50.00 $000 0 50.00 0.00% 59200.00 30.00 3.0 Precast Concrvp Maniples 3,6a Senile,Manhole(08 feel) 8 EA $6200.00 549.60000 B $49,500.00 $0.00 5000 8 $49,610.00 100,00% $0.00 50.00 3.86 Sanitary Man7400(8.1016.) 25 EA 57.300.00 5182,500.00 25 5182.50000 $0.00 50.00 25 5182,500.00 100.00% 50.00 $000 3.60 Sanitary Manhole(10-14 CU) 18 EA $10,200.00 5163.200.00 16 5183,200.00 50.00 50.00 16 5163,20000 100.00% $0.00 10.00 3.6d SenIIBry Man) (GM NO EA $12,00000 548,000.00 4 S40,00000 $0.00 $0.00 4 .M 540.000.00 10000% $0.00 50.00 3.7 New Wastewater Pump SleIAO 3,7e Pi. LS 5105,000.00 $185,000.00 1 mp Mallon 5165,000.00 30.00 50.00 i $185,000.00 100.00% 5000 1000 ].)14 Pump SI.945702 1 LS 5235,000.00 5235.000.00 I 8235,000.00 50.00 50.00 1 5235,000.00 100.0096 $0.00 $0.00 3.8 PS 72673 Discharge Ie.10 LS 50900.00 50900.00 $090000 50.00 5000 $0,900.00 100.00% 4000 4000 3.8 P5133 Emergency Diesel Pumping Sy0Mm Installation 1 LS 524,000.00 524.00000 I 624,00000 5000 $000 I 624,00000 10000% $000 5000 SECTIONS-WASTEWATER SYSTEM SUBTOTAL 13,716,SM/00 S3,75221403 4000 50.00 f3,75220400 98.ee% 443,312.00 1000 SECTIONS-CONTINGENCY 5.1 City of Naples Co.,02e757 5354,94301 5118,955.33 8000 5116.955.33 33.51% 5235,987.60 50.00 5.1a Asphalt Driveway Ooerage(Pay llem 1.5c) 354141 ST $39.00 614201490 348820 5135.964.92 0.00 $0.00 348628 $135,964.92 95,74% 56,050.07 $0.00 SECTION 5.CONTINGENCY SUITOTAL $490051.00 5254,92025 6000 5254,920.25 5120% $242.037.75 S0A0 TOTALS I I 47,654,761,00 I 147,542,266.17 I I $0.00 I I I $7,542,268.17 198.57%I $112,492,63 I $0,00 0 16K5 EXHIBIT D FINAL WORK ADDENDUM The County,the City, and QGM have inspected WPM's Work on the Project and compiled a list of the remaining items that the County, the City, and QGM contend are defective, deficient, incomplete, and/or not performed in accordance with the Contract Documents (as that term is defined under the Parties' construction contract) (the "Deficiency List"). The Deficiency List is attached hereto as Exhibit "E" and made a part hereof. The Parties agree to the following terms with respect to WPM's correction and/or completion of items on the Deficiency List: 1. The Parties agree to work together in good faith to determine WPM's scope of Work under the Contract Documents and develop repair protocols with respect to the correction and/or completion of items on the Deficiency List. 2. The Parties agree to choose an independent third party engineer (the "Project Neutral")who shall render a decision over any disputes that may arise with respect to the correction and/or completion of items on the Deficiency List. The procedure for selecting the Project Neutral will be as follows: a. Within seven (7) days after the Effective Date of this Agreement, the County and WPM shall each develop a list of three (3) independent third party engineers that they consent to use as the Project Neutral, ranked 1 through 3 in order of preference, and submit that list via e-mail to the following persons: • Michael F. Kayusa (via email: mfk@mfkayusa.com) • Jacob C. Duval (via email:jduval@carltonfields.com) b. Promptly after receiving the proposed Project Neutrals,Messrs. Kayusa and Duval will review the submitted lists and select the highest-ranked Project Neutral that appears on both the County's and WPM's list. If there is no common Project Neutral on 16K5 both lists, the County and WPM shall each retain and pay for the highest-ranked Project Neutral on their respective list to meet with the other highest-ranked Project Neutral and select the final Project Neutral who shall render a decision over any disputes that may arise with respect to the correction and/or completion of items on the Deficiency List. In such event, the final Project Neutral may, but need not be, on the County's or WPM's list of proposed Project Neutrals. 3. Within seven (7) days after the Project Neutral is selected, WPM shall review the Deficiency List and indicate which item(s), if any, WPM contends are either not deficient (i.e., that such item is in compliance with the Contract Documents and applicable building codes), have been sufficiently repaired, are outside of WPM's scope of work under the Contract Documents, or for which WPM disagrees with the method of corrective work proposed by QGM (the "Disputed Items"). 4. If the County and the City, after consultation between them, collectively disagrees with WPM's contention with respect to one or more Disputed Items,then the County and City and WPM shall submit the Disputed Items to the Project Neutral who shall render a decision regarding such Disputed Items. The Party whose position is deemed incorrect by the Project Neutral shall be responsible for payment of all fees and costs associated with the Project Neutral's investigation and decision regarding the Disputed Items. In no event shall QGM be responsible for the fees and costs associated with the Project Neutral's investigation and decision regarding any Disputed Items 5. The County and City and WPM agree to waive any right to challenge the decision of the Project Neutral as to whether a Disputed Item is deficient, has been sufficiently repaired, is outside of WPM's scope of work under the Contract Documents, or as to the necessary repair for 16K5 a Disputed Item or the sufficiency of WPM's work under the Contract Documents and applicable building codes. 6. Should the County and City agree to accept a repair from WPM for any issue on Exhibit E which QGM does not recommend or agree with or the Project Neutral should allow a repair from WPM for any issue on Exhibit E which QGM does not recommend or agree with,then the County and City and WPM release any and all claims against QGM relating to that particular item on Exhibit E should that item fail to properly function in the future or require repair in the future. QGM shall have no liability or responsibility in the future for repairs of items on Exhibit E agreed to by the County or City or allowed by the Project Neutral which QGM does not recommend or agree with. 0 1 61( 5 Exhibit E 16K5 M i . . E EEE E E E E E E EEEEE S 3 2 3 2 2 2 22 0 _ o _ 0 ▪ 6 _ _ E t t b `t, G o• G E b b Agu g u 5 u o u ° u g u° o ug u g u g u g u ` u u g 8 _ u z 11 $ n - - TA C C R t it' `o'c - - - It It !o a'a �`.'`8 'a - '`o 11 111 11 11 89 iA gA g„ gin g„ g„ g„ gq gq g" g„ gq g „ AR RA 0 go go go 14 K 0 s g i O ct O .2 .18 ..M 18 s M 38 a 1- F F 6 F 6 M �~°y a o r ° a ° i a .,°y r ,° a a ° o 0 0 0 O.. E a S O M O M O m 0 M 0~ v O M g 0 M 0 s c ry 0 a a a o a o e 0 a 0 a 0 v o a - o a 0 0 a 0 a 0 . - - - $ z t . u 4 ` c a u�G - i.1 - a t'�, n�C °'�G �° a'y�� r _ aC a�N e�� i�� a G �` _ _ _ : EiEtEE € € EEWEE2vLLELLEfir w z LL u . 1 a I ¢ :§ w 1 z — . T E E E z a m ET A nu 8S8A nA A nA n A q A A n a o' 0' 0' 0 0' 0' 0' 0' a a 0' 0' 0 0' 0' a o 0 0' 0' a 0' L, 5 3 3 3 ,t A. M a G 5 ' M d a * Egg 1 E 1 E E gg et. c c cc c E v m E c c m _ _ _ _ 0 2 0 a ¢ 1 ° i 1 f a a a a O1 w w w w w w w w rc D i 0 c a s c o u c ao o z c z u c o a0 0 `o c x x c x x ¢ x x x x O r Li .a N w 1 5 `' .. •1 N r°� M M •., e. ry N N n ti e. e. N N M •. r. •. e. 2 w LL r ,`.3V ti .+ � nvl �+ ry ry b m 2 O M M n m N .. h .� N s M 8 8 8F...; e u 3 O 4 g 't e 1 o d 0 0 i 2 0 N " .b d,. 0 6 h u 6uu u u u u u u u u u u u u u g u 6 b e u g um mz w ° 2N ° N M ° n 8 8 8 r E t 0 0 N 0 N g $ W d 0 71 4 LL 8 8 x x x 5xx o .t h w V d d V U U V U d 0- d U U U 1 U U Ud K W A ,y u a w w v z z 3 3 3 3 A A A 0 3 E c i Z r i It .. .. 0 .. ZZ .. Zm Z .. c LL u u w w w x x x x 0 3 «0 E N i o 3 � .. N M a N e ry N a 2 .. .. .. .. .. .. m ry N N ry 16K5 xm m E E E E E E E > E E E E 0 0E E E 3 - E . ` o 0 2 o • �. ` g ° m ° o c c to c c cm - • ° o o m c- �u- V a _ - _ 2.-- -- d 8 a v s. 8 6 o. w av _ v - - - - - - .a o d ' d d'a %. 0 <9. 11m � ., � ; 5 ., So 80 3 ; 3 .. 3 08 ; h 3g3 8g 3 , ; Vg 8 � 8a 80 . c E z w _ a TE E 1 ,7 u E _ _ o E tli _ _ _ _ - _ _ _ ' v x .,.a n - n- a n - % . - .;v 13 ;; a _ .`S , .. v .t v ._y .E y^ ..v .'S.v ..g oR H H 'Q u c H ` C F p .. F c .. .. S .. .. .. JA IA E E a E 0c ¢a 2 2 a ¢E 44 tig 0 a' aE E E K K ❑ 2O CK . 5 ' Cg . ' n .L .£ aKa C . K m a m a5a'SSc a :if d3 a ati a . S ra m2 .aov '' o ° n a .0 S .o ° -. V3I1E , . 3a o.E " 3 �E-: 0a0-e. 3ho0,„, ooa4- o`a ooM S< ooem oov $e ocga - - om ` ; oc o ; oaaw - . cm - ` ` no " g - - - - al;2 od• o • ' o'e , 1,'-' O - 9 - ocu ` ` ^ `.% ` ` ` i'14 ` `` _ 9 ` ` ^ - - ` Y w w ` Y u `-' G ` u ° 9c2w,c95 � 'Er?, '9'26 „' O A ° A' - Lodo s.r6 . ' L. ' c'' Nc - y2E Ec EC' ES ScEc' Et E ca ¢ c Ec 2. Ec E € mo ° ° E ° E ° E ° E ;2.a , a � ,'6E '° E m m ° E omt ° u mt ,PE ° E ` ° ° Ea1E . ! a = ag g a ._ a' 1 al u nnw vm a._ ._c al _ �cna._ a ._ Ey <a._ - _. - Mev aE . E E _ - vE ` Ev E - tE :UT _ E - - E a a a s n n n n n 8 Pi 5 ,25 n 2n 8 "n o' o' o' oo o' o o o' o' o o' o' o' o' o' o' o' o o o' o' o' o' o' S - - - 'o S b b E 0. o e A. n n 8 8 a a 3 E a a a a T. a a a a a a a 0 E • 3 0 _ ' A a a Ti 1 8 3u '$ u 5 u 2 2 $ -. 8 8 ° $ ° 8 ,.1 m m g m r. m .. m .. m s • a ii n m m nn n a n n n .. . 0 gl 6 0 2 a7 a " " 71 a g a aa cg ' s s g m • ry s 6 a u h d r6 d 6 d d 0, d a u d 6 S cf d .0' N U V U U U U U U V V U V U U 5 y E E E E E E w 08 5 3 3 A 3 3 c : LL15 . a 22 2 ,- .. ,. 8 Ti 0. - = LL a a a a a a a a 0 3 E m m M m m m a a a d aw ` 3 G n 41 n n n n ,,, 16K5 11 E E r E E 0 o g o 2,4 - 0 > > O ] 24 _ m J j - u2. a 6 u u -y ` - Y S _ p a n o u O_ u G A c m c c c 2•N 'c b o p o f U, V `p V E U p U `Y 81 U E V U 0 V O V O E6 .fig 11 S3 1 E9 A Nf 3Cit II 'a I a a K �P'G 2 1 K& 2 N _G - - - -G C K— — an n —ri a Eu P g gg 8 ~ gN gq gg " grc s a' a E p o /1 p IA Y E EA .-o o 18 18 18 F'N E � a a ; oa 3 E o E E 4 Q p M v 0 - g a ,0 g a o a t. 0121111,6 0 0 o a o a' ovm n u' i' i' oc3 - avmc9 ; i'r°- IF Y.L - H o c, o c € c 6 EEE v Et E`E E c g € ` `o $ o E a ,� E LL E E c > LL E LL E LL E LL E `o E LL E c E E > �. E LL E u E .`_ .m'° v._ v w et sE •,c E 0 _ 'c E - e E v _ v = v a S ° 3 ° ea Oa Ole de ea ea Oa ep eal OS Oa 00 ea 1 0 g n 0 n 2 n n n o o' o o o' o' o' o o o o0 o o o' 3 3 y E d — e o E _ E 0 0 s a 0 0 d s 0 a o ; u `o `o L - c z rc e b 3 3 U V U U U V U 6 U T O r rR. E z f f f 9 0 3 3 cc E E E a 8 ° E I LL 3 i m = I 3 3 3 � 3 « E 3 a 2 2 u, 2 8 Y, Y, 2 2 2 m m 2 .. n M a � m � m m ., 16K5 • i E E 0 a u° `o • • E r a 9 v o a1 F ¢ i n H Ii en %c e. o E. O ° E al .t E o E ? a m La - 37 0 p G A A E - E - - v c a " o v` N u E ; ' m°a 3 3 3l9 c 3 3 _ -na - m o - s - E ` E Y1 ,5 c r u t " A t u E „- co o v ' o a. 3 3 9 0 > n PI ti m t '- 'v �°nrli ° x° ax' a g°19 iAM A•�.° T7i§, azzxo t� 6As� oi' m' o a u` vi2.4 .°� t�t 3-5,'c 2 1 'u 2 N o 0 0 o s 2 S o s o o s S o s o s o U 2 3 c t F ., m e v 'c 9 o 0 0_0 .�i vNci Y „' am " z = o � 'nm� ° •52 . maonm `a".. ,,, =? .? 30 u ougaN v o Z'z m m r9 m m m L43 m m m m L9 m m m o 0 0 2 2 o 0 0 0 2 a o 0 0 0 0 " M m m ` x x 3 M u - z m �� FE ��r6r-iuuui,i� o2ooaoa om 4 uumo. �.,'.,'om C LL '•i m w a « > C U U U m E « u 3 l c oilli � o o `oo` °o `o °o `o `o o `o o `oco `o `o `oc o `o `o `o0 0 0 `o `o0 0 °o o `o `o `o `o o °o `o0 0 0 0 `oo `°v a auvuuv m iv u uvu wuu w ` u vv w mJv uHwu vw uw d wu wvw w v Y' uaw " ivuwv v u o s A y 3 o 0 0 0 0 0 0 ` o 0 0 o a o 0 0 0 0 a t- o u°u u u i� i�u u u u° u u u u°u° ° u° u u°u° u° u° u u° u u°u° u° u° u° u u u° u° u u u° u° u° u° u° u° -8 u° u° u° u° u v° u° u° u 0 2' o g vvddddvvddv v inn" v 00 -"o00�00vavvv0oavvvo0"v-o00 2', 00 �,1'At 0 g4gi0v a „ zo z z" z z z z" z" z" z z" z z z° z" z z z" z z z" z z" z z z z z z z z z z° zo z z z z zo zo zo z" z 3 l 3 0 1 6 K 5 9 V "C V 9 ry ill o a v H �a a n n a n n n n $ a a a a a a a a a s a • ra $ 6 $ • `0 `o `o `o `0 a a a a a v e a a o a a o 0+, o 0 0 0 st 0 0 0 0 0 0 0 `o o `o « « EEE E E E E E E E• E E E E tvvE E E E E E E tvvvvt E E E 0 8 0 0 0 0 0 0 0 0 2 2 m C L m m m C = = C > j - =:.7 -▪ C C C. d 7_ E. d aW. E.a E.r. y la. J n o. _ ua au o. - n _ ai EEK u a s ! u X0 12 u° S S 3 5 v u° u° 3 u° 3 8 u • 0 0 0 0 0 o c "2 ` "2c c c c c `c c . u d u u v v d u 1 S « « a .. S $ 2 f 2 f f 2 f 2 2 f• 2 2 u n I a i n a u n . n '¢ ¢ z z z z W 6: E a E. 6:E. a v - a E. a E. a O O o a o O O o O O O d a a, a i i u u d u v E F F g E c E O E AO E E O E A O E q E Ao E o ,° m LLA mLL 4 V A o▪wal _aV awaca ! m=ata - a a c _ Al L nI , V S ,V NQ y_ ,4 V Vp v hLL yu ukc LL ,a p y I = m m 0� LLete u4 vt ,o m a o o .0 c a m 1D m m roi n n n a s t0 '° .+ n n ry e G oa c aa - E cM OO' T.` >i2 2,O . _ r w z e toil 0z 3 1 „= o ; v g 0v aE o co t m c c m 8' E d E. -6 Ti3m 0o, s - - T e Z s s s d s y V`-—a,o $ m 3 N 3 ° 3 3 3 3 c YyJ S'v S d uov.0 'm J$ c O 118 gvaaifiaaia Lc - za o oN!Yofva � N ' " r 'c , «5L 0 " , u 0uu5Y ncc _ '« : v,nnv , 2 gola g g m ° m 5 5 g 5 Szaii ufiuwlinc° — E a,°72m " ` 3 t ,` ,a. ¢ ; . : u .. .. u w r � � S L L L N ~ L L L L L t L L L L L L L.S L t L L L.$i L Lw L ��-- � " � w O p O D O D O r2 .n 5 N N ti e5i o 5 Ca, 5 5 a. .a. 5 5 5 5i .air,-','a"5 i i' i i i ii ii i Yn i a a w o g o° 0 a n n n n w i0 i O u 83,38836 G G 0 0 0 0 N m U 8 3 3 8 5 3 3 m .1 m bi N ^o E Rn ° a r.r u u b b � - '" m 74 ., a °Hr pp�� ,� qq °N Z z o o Y u u o u u `"u t°'i E m Y "' n° c °0 m n n w ,0 m v uN Z.e mmmaa6 m m .a. 0 0 0 0 o li o 4o, !ti u 6 �,-, FL' -li .i w gR ,0, tio $ R000 'S m s v d A d 6' . ,y .. r' u mm-u n n u t « « : m o O,n ,� .-,.-,.., «> c u u u u u u u u u u u u E N i x c c -.E r c C oC C c c c c c c c c c c c c c c c c c c c o c c c c c c a `o � � o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 0 0 .` L,yn ' z o. w u f' F u t Vd d d u u 't d u $ v tl w , a9, v v i .� $ u u a�'i w m d d u VA C v ,u .f,.'G 'Y-, w= e$ E t t t � 5 t t t t t t t t t t t t t t • • • t t ` m u v " ""11.3 0 8 u°u° Su0u03 u0 u° S u° a S a S S 3 33uu0u0 u° 3 335835J33333 u0 33 uo u333333 a 0 0 15 0 a u w v u n w u u u v u w w w w u-3-3 w w u i w w v v u v v u w w d v u w v v v a v V0 3 t c u w m y 0 0 u 0 0 u N@_ n ZZZZZZ Z Z Z Z z Z Z Z Z Z ZZZZZ Z Z z� � ZZZZZZZZ i ZZ z ZZZZZZZ a � 16K5 • a a a a =o co `o 16 `o 15 E E E E E E E E 0 U U V 0 U Z O 8 8 O v E o E o € o p E o W qua E0!= E§ LL LL re a e G 0 . O — 6 o a ; E 0 o _ a-�a '�o o s o t v ; — c _, a 5 d 3 v - ; A c w - �'o = c a..E o 3 a v N i o` >, ; w w u` r E v 3 Y ° 3 o °` u`i y 0 5 T - - a G v 2 o°o � r. = m 2 3 Do a 3 y n a v o 3 3 3 3 a 3 p1 3 s Vo v` t z t m z ° 3 e q s o 0 ` 3iii o I Hiino'ao`in V19,3—M] b u 3 W 2. u °fiL=umzaSdi°n ¢ mo �ii c a m i ` >> i>> i > i > _> . > > >> i > => i i> >>> > = = > i > > i >> > >>,> >>> E E E E u i w m E w S ❑`o 888 8 888 `8888888888888888 ❑` 8 TTTT I �%1 8-"" a a a a a c °oa c a a a a a a o o a a a a a a a a a a a a a a a a a a a a 8 8 8 8 Mill 8 8 uo uo uo 8 uo 8 8 8 u u u uo uo Vo 8 u 8 8 u 8 uo 8 8 uo 8 u 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 w rLLaLL LL LLLLLLLLLLLL z o o m m m L?-9 ,:' m 1 w a m m m ❑' V U 3 0 2 op N U U V U m T V V V m m n O O O O� `�m m m � n m m a O' ., Ern,Z K .r .+.y.a .+ .y c- .+ y M.mi M .+ .+.r M ti U ti o N O O 8 OV Y V V U 2 e N r 2 o9 2 .i ; �� m a o mmm o �^,� uuu 0000 •+ a v a m u p o m d a t a ❑ 1 o 0 u y o o LLW v p� ': > C m U U U U U U V co' E 1 3 = c 'Y¢ of 's o o = o 0 0 0 = o o a a o 0 0 0 0 0 = o = o 0 0 0 _ 0 0 0 o a o c c c c o 0 0 0 0 0 0 0 HIM LL L v 2 z a w w w v v u w v u v v v v v u v u u w v v u v v v v m d u v w v v u v a v d v v v u v v v i j A 0 o o 0 0 0 0 ` o o ` euu° ems 8 u°8888ueueu° u° uu° i� 8uueu° u° 8 8 8 uuu° u � uuu° u°u° uu° uuu° u� � � uuuuu° m o 3 `o c 'a' O '^ 11111 WNL v v u u u i u v v u u u v u v u v v u v u u u w v u v v a v u v w u v v w v v u w HHII o 3 ` o d II zzzzz z zzzzzzzzz" z" z" zz" zzzzzzz z z z z z z z z zz z z z z z z zzzz z zzzz z z WN �� a a� 3 3 0 . 16K5 8888 a v 0 0 d u v v E Er Er E E E E E 0 0 0 O U U U U O O II K K - C K C H 8 H H • O O O Le O 12 o 1 ,11M o a o n- n o c I i Ill 1 t• O a Ao. ;`o \ o AS c c p $4 o t N v E a 'tea _ _ E E o f m 9 w o a OLL a. ° `o > E c ; c 3 E c s c o c v E E `o a glt c 3 N w m E E Q v « n 2. It v� v" o s 9v a ' - v8v9a ` > A. h qc «mom `o no n tw2 `°t . 45 v !Wilt r 3 ? ; E u v v ° v« s - � o1 E ! i o7- n 1 ^ c v— ° — o zi'd a ` of wo3c� ; ov ' _ _ c -n - _ 3Y q iirduotho _ m mnoi1u g «vvea1u11 °r m N ¢ C C C C C C C C C c C C C C C C G C C C C ° C C C c C C C C C C C C C C g C C C C C C C C c g E EEEEEEEEE E EEEEEE E E E E E E E E E E E E v E EEEE E E E E E E E E E E E E E 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 E 4 N u LL LL LL u u u LL LL u LL u u u LL LL LL u u u u u u LL LL LL u LL LL u u 111F, u u LL u LL LL LL LL LL u u LL LL = -N 0 ry NLL. N v '=N o 3 3 3 3 N 3 NzI, ry m m rva ry n 9,1 p. o o u u .y«o orv+v'i ti 0 z :71d a a a a a 3 3 3 3 3 3 F, « vat 4 ry r R o ry 3 ;" a a rLL Z 3 3 3 « W u u u u u `— m \c 0 2 .42..12 z v v v d v v t t i v Mitt v a v v d a d v v v v v v v 0 a w w v v v v � c HA M v2"Y o u 383833833 g 33333 8 383388833u 3 8 3 ' M ! 888888333 o " 0 3 d d i v v v v v v v w d.`,'A w u w v u v v v v u u v v w v v v ttEtv u w w v v w v a i v v w u a v T 3 ,°„ w z z" zzzzzzz"z z zzzz" zz z z" zzzzzzzzz z z" z zzzz z z z z" zttttttttt zzzzzzzz E LYe � i_ w ° r • 16K5 c v u a a • `o v a 0 di li 7 E E 3' n o E g a S. a fil w r b b U V 0 0 C 2 z • f 2 n0. G • 2. a ir. 8 O o a Y H H Yn v a c a 2 z z z ¢ c J J " E o E` 0 E o °' v m u ma m �w m LL m >° > > E o >o >o >o 6 ie v w E v E E E E E _ " z c ¢z ¢ e LL aLL h 6 ro LL LL , m o m en a ry o v o gi v G i n u u u 0 N E o m ' c o r 3 o A p o Y TS 2 _ `o 2 3 3 W °«' m 0 .e 3 r -.1 a E a =p ' 3 a o 0 c ' I p` 3 t : 3 o- Y a n " g 2 n a m 2 c v p vLL N� 1 HC q " Lu oroa" ; o ` N3 _ c0a u auq ., m u 1 n Y g p .c o 0 i 'o q +~ ; o E o 3 "Al' m o 2 - 3v o u ^ e c E o m m - 1uu " u 9 .' e - 1 43 u v u " " u n i c a v i c e v` w r "a m b C u d o m ° 3 w 3 c ° ' 3 ,a 0 3O c�-' -•- c c ° u u OF ao m m +' u " v a a ; a°'z u `o a - - m t m oa « P m" o. w A'4 `w v wv ua u tea v v n H i'-Ea - “:« .2 c C •. 'y o ?? 2 ? ai ? 3$ u u u .....1, z .38,9i1 a° 3wu'Ocf n. M11LLg6,Rf oz 6 mmv`23 a D D wn aa` aaa` t7aSa` &u S u v3i 9, Hh 7 y 'p1' C m C q C C C v U U U U U U 22 U U U U U U U U U U U U U U f 'gg v v u 2 L L LL L �c°O _ J 2 J.9 J 22 v J u u u.2 u J u 3 3 u u n .2 a o`o 0 0 5 333 v d d v.E.0 A A v , a v o z n o 0 0 ' E z'xm > > >> > >> > >>>> > > > > > > > >>>>> >>> >>>>> > .. ° ,°.° ,o ry i LL A LL H,§,§ x o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x x x x x x x x x x x x x x x x x = x x x x x x x x x x x x x x x m ti 2 m Z• a ?N p _ o 0 0 0 0 o a y m N W C 3 >' x 2 0 0 6 0 6 m m . 0 " a 2 ' n C m x 2 2 x 2 o e'0 U,' 2 2 3 N Z yy c 22 m�m ' 9 n U V � a° u r f a E «r``y M m m •~E m m ., ., P .a=..�. .. .. L .y .. .. .. o u o 0 0 0 = o o x x N o 9 o 0 •y n m p v` > y o m m E ~a o 0 m m m a a o g j ar « .-i...�.. .. 1° v 2ri < Y = oo =i .=i Jr ry (� t7 u 9 ALL 3 ` `L7 iu� t7 tiu x x :J i 'c a x x x x x x x d a u' r u r ` U U U U V Or ar ;E � 3 ^ y Q = 1 Oc CO GO C C C OC C C C OC OC O WHIM ! 0 O o 0 0 C C 0 C O O C O D C O O O C O O O C O O C O C C O 0 0 0 0 0 E:'''' z_ E ' uVv “ vudEvu u v avvvududvv . w vu v u u d u v d u vvu vY' m $ ut v t .au•v t t ` v a= m Y E 0 `o `o `o o ` `o 0 0 0 o t o `o t `o. o o , o p •aa 888"8888uuu u° 8 8u° uu° u° 8 -"' 8 u° uu u 8 u° 8u° uu88u°8u°88uuu° u u u88u°u o " O � u u u u v u u 0 a 0 w u u u u 0 w 0 u 0 u 0 u u u a v u 0 d 'w 0 w Bi 0 w u 0 w 0 d d v 0 v v 0 0 u 0i ° u v u v � E� d 01 fl zuzzuz z"z° zzzzz z z zzuz zu z"" zzzzz z i zz z z" z zzzzzzzzzzzzzz z z zzzzz _ �^ x "N v r 3 " 3 S � 1 6 K 5 \ \ \ ( ( ( « ! t § ƒ fl \ E.. \ I - - -I© ; ] ; } ) ) ){ ) § \ \ j ( \ { { }k _ ! $ _ ! � {\ _ ? - \ \ ! ! f7 {� ( { ) - ® ( To! {) k _ - _ �.76 }\( . - - - \ )j \12 _ - ) :! !�a �2; ; f; :: E > ± . _� ! $ !{; j! !]-89 3 ; a !s� 2 )k\i ) ; ;$ {Z)2}{$)///${�4 ; { { § ) }\ | ){2z±f [ ! !! §)` ;§%{ §!; § .;))!\ {/ /$il3“' /: / ] ) /} ) ) 3f\ 7 ) 1 �§ i» Z !; / )7f}!f!)/}\ /!)\\ § } \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\\ \ \\ \\ \ P \ \ \ \ \ -y2 _ 17, e2" 21e71� 1,,11177 I / } \ \ +a:: , " " " `\\ \ `\ \ f!3 3 3 33§ 6! � ! ! !,e . ; ! !! : §§§; ; 7 ¥ 1 )({\ - ®- , . ,, 7 . .� , - )) ) \ )\\ \ - � ;\}§® \ ///jj/ \ \\ \ \/\ / § }! k w \i \ ¥\/4 / 3:§ ; \ , 0. _\ \ !! iq® 6 \\) ` 1 ' ( . _ . . . . _ _ _ . " . . ! I' > ! 1 1) )) ] ] ) ))))) )«) ] ) {)) { {)) ) ))) ) { )))) ) )) { ) {) ) )) ) )))))) ) ) ) / ! / i f . . . . 'al{\ ; | 2 |i , k) .| 1 _ 1 _ � � AkZ z z _zzzzz . zzz _ zzzz _zzzz _ zz z «;!$i- 16K5 O O p O ❑ 8 O p a a a v co_ E G G G `o E u E E E E • E E E E E R .E c E ,A C V U U 3 U U v a o `o z ci _ n 0 o O O O o N:] c c c c a3 m C E C E N j o o E o man "Ho VE o2EoZI ,o, 1, ai _E E E E v E v " aLL a LL N LL �. �n �n o: c LL �LL �¢ A a m m s E e ti IC a ,., 3 m go, 8 ~ a m ry a a G 0 rc n Z E , G J w o 2 2- d f , u v v m F2 c ai 3 . 'o ,. 1. 7.c N 3 Eo •v m v u ¢ n D x v C f o 3 21 "' 'r ? r m v m n 3 V v`ovT $ c E .,9 2 C E t v° at a v - Ii;:I ±Plit • a'o `m'^v H w o ' — ., u r, N c a n a . a ._ c l ry s c v &- 6 �°n�u` rvz � >i7aE° 0°�¢ 3�° u` 2a° i b u` aa � �° a fi°{3a u u` a u` z° ° �n v3 �°n v°,a¢ o S ti ' 1O = m if'v 2 N _ Fm . i .d1 1 N O :i V K f b a b b ¢ K ¢ C 2 K s ¢C ¢ K z K ¢ C cc CIZ° UV ry UU LOU ))U2 U co U > > > ¢ = K z A' o ~ «a 30 c ¢ o0« « G ¢ s _ « ¢ ¢ U V U U e • V e e U ''V u b . . b 0 02 d▪ e ❑ _ _ x ¢ ¢ CKa ¢ ¢ c ¢ s2 C „Q LL U V� U U V u U U U v U V U U U U U z lE ' ✓ N ; z E � ¢ `o i E E co E E E ° c c c E E E E E c c c c c c c c g c c c c E o o E E co c E co a E c c c c c c c c o c c LL= i p v v d v v v d o v v v a v v v v v v v d a"i a v v a v L W L U W N U v v 9 v v v v v v v v v v v d v v v y I C"x 30 V u° 8 U 3 u° u° 3 0 0 0 V U V 3 U 8 3 3 u° U 3 3 3 V 8 3 V U 3 U 3 U 3 3 3 U U u 8 u° 8 U u° U u° U u U U u° u° U 9 " '0 3 0 v u u v v u v v i v v v v a a a- H�"'O U U v" -'o -'o a"v v a"�fl u Via" v 1" v"v"1" Uo' 3 L N N i '' 2 Z Z Z Z Z Z Z Z Z Z Z 2 Z 2 2 2 Z Z 2 Z Z Z Z 2 Z Z Z ,, 2 Z Z 2 ,, 2 Z Z Z Z Z Z Z Z 2 Z Z Z Z Z Z Z 3i3❑o 2'-` aa4 h 16K5 8 8 O 8 O O 8 O O O a a v v a 0 g 0 o cc G b G Y, G G G E° h o `o `o E E E E E E E E v E E E E E E E E « « J - > = E. a E. n s s 8 8 8 8 8 8 0 0 o a w a n O. O 0 0 0 0 0 0 0 c j c E c E c c N .11 c E o E a E o E o E o E co E co-m E a 2 m 2 w, LLA u. v,§ A 1A 1M u. Al' 3uai v 11 Ilit P ,s,' te2e2PL?-° .2 ,2 ,et° PtIot G 0 g 0 z O_ 3 E n � 7. eO a E a ¢' E a� Y Y v W 3 3 - _ a 'o I 1 O .a Of) 2 ✓ 3 E _ 0 v — - }_ - a - - 8u a 8 a m t 3 m a c 3 > v o \ > 3 3 v n Cqc MC r a 3\ e _ o o m o i `, ES a xc Y v t` - - - Zn ` c - c ` sS , 2S � ° N f fw� u a2 ,RW u`,3ui� u, criz ; R ms,°u24'55a3 u , 3 u u u 622 u za u av u a da3z v Z, .. t Z Z Z Z Z t t Z Z Z t Z Z Z Z Z Z t Z Z Z Z a- Z Z' a; Z Z Z Z Z ' ' Z Z �Z Z 2' m E E E E E E E eEi E E E E E E E E E E E E E E E E E E E E E E E Nei E E E E E E E z -zdd d d .sc z° c° c° rc°¢ gg¢° c° c°z¢ rc g¢gcv cv cs° z° ¢ ¢¢ ¢ ¢° z° a¢ I .22 a ¢° I° z ¢ ¢ ¢ a ¢ a 4 . g G � z O} aN} o 0 0 0 0 r " gi en . EdN . M, .� r'l^ v U P nO .� m N U Q R aU n� U V oN .n. Fri 11 2 N O? K¢ pU« C sCC NC C o . n N .N b .N .OFz « KO •. ¢ C 22 « ¢ « C ,1 OO O ❑ m V U C C K N NOU n N V U r.,1 U V N U Vd Kp'y _ _ K K K = cr' hac ' C K K 6 ¢ ¢ K K co' U U U U U U U U U U 66 E rc._E u i Y u v G c G i i r i v u w u m u v Go v v Ym v u vAiNc E i A= 3 u u u 3 U V V U 3 U U 3 3 8 U U V U U 3 V U 8 U V U V 3 3 u U 3 8 u vU VUV VVuUUUUy 0 t. o 1' 3 o v v a v v v d v v v v v v v d v v d a v v v v v a v d v v I II v v v 11 v IS 1 11 . �A A M M M N Y z z z z z z z Z z Z z Z z z 2 z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 3 49,3 0 16K5 9 9 9 m Yi a a n c n r 0 0" o 0 0 0 '. 0 0 o `o o `o 0 a a e a a a a a a 0 •5 `o `o `o `o `o 0 y c t Y aEi E E E E E E E E v w F. u w Er v E E E EEEE E E 3 9 8 ° 8 B m m • n it a a a E. O. E F. n a i a u u c u u u b b b u b c E � 8 3 s 3 s a 3 8 3 ' Ti 0 0 o a o o a o 1 t s s z ¢ z I"' n momm a a a n It s _ a t- - F o 0 0 o G 8 o a Of y c N �j y E 6 . ..2 c N c t - E u € o E II 6 E o E o E o E o ¢ E o € o "° •' m�° n '°` m LL A w 3 w m LL v LL A LL , L° LL h ... 0 LL vni�.°. vai LL �. h ¢ ¢LL H �° vai sev mm s s s m 2 2 s; vNi m;,am m m m mo .; G o .E a o a = u r p o > z n c E - 3. 3°u c , ,E,', _ 7,3 ZF c 1u r o F o _ Q = 9E` , 't,,,' ` . .,...,...5 E EF-O m O c m o f n 3 to I; S ` E .E ° or..-, g. A A z w r If, v'< a m uIlt« a mYc vY - ., d ' iEo Y, i `O B .titt 5 dv A . mov ry c t "'Air 42nms EaE ° 3 O - ° Yu « ouo a a E c e . " 4 9 r - arvoe „ Wmigv>- F S H ; v c , u a o « 1! EE u. v Y rErvd 'i nZ b "b $ " iitl.f till " " S b ° d b H 2 .1-na ° .),Ia9f ,uzxl3z3b xo ¢ a m Fz. r r r r r r r r r r r r r r r r r r r r a- t. r r r r r rr m T h ,- �t.E�1�FE==.FE= EE = mr f,' EE EE EEEEEEEEEEEEE EE EE EEEEEEE E m EEEm $ th Pr $E o EE•E E•EEEEEE33Eh o oz pto00002ao0 0 ° o 022 o r~ r H Err =Eh ~HE ^i c no °^ y r x 'V m H 7O ^ N P. 'I ti N N `" r N n N 0 n n n n r E o g N p °• ¢ C Ky1 K K N O 2 C K 2 C C K 2 in O N a Z U µ! .Fi ,N N N v n °p 8 - ' ' 1 O of oP N ¢ "•' z °E' ° ° u ° z� za s zc clzzoc o o u u u 3 v ciFf a o0 000 o ro'n m .+ a •eo ' n � �' ¢ ¢ '{ `� « « ° « « ¢ « ¢�¢ m mm m mm mm mm mmrp,mm +..c N . . d d d d d d j d d d O N ¢ d r„ < � n n n n 9 -+ ,�„ R 4 4 R R 4 o u a r i F a f E Z f 5 5 5 5 5 5 5 d d d P. d d d P. C E N ; l "a „ O O O O ° ' O O O O ° O O O O C C O O 6 O O O O O O O E O O O OE, O O O O O E 0 0 C 0 0 LL Z. 2 z a v u $ G , v v v f' , v v v , v v d d v d E• E v v E v v u E v b v v v v u v v v v v v u u E r � .. t t 33333388888883 � � � E ,. t y S'0p O 8 3 3 3 3 3 3 3 3 3 3 3 8 8 3 3 3 3 3 3 3 3 3 3 3 3 3 8 3 3 3 3 3 3 3 3 3 8 3 3 3 3 3 3 3 3 3 3 p' '0 3 0 ° w "D v m u d u d w w u u v w w v m u 2 v u v v 1 v u v tit v d v v" 1 v v d w v E m w v u v u N €s M N E u v u u u u u u u w u z" i z i z zzuzzzzzzzzzzz z z z z z z z zzu i zzz z zi z zzzzzzzzzzzz u 10 x 3�3o�t 16K5 00 E E E E 0 y{ . ts �{ 2 u° u° _ z 0 0 � h cm G il�lf 0 = 0 z 0 Q 6 LL yeeeyyy� c ¢ o U 2 I dua ti v oc'Z - °�° " � b«.` w "> >" " r" m ❑a C r o o m i3 a ° c a,o`? 3 o c mUd c N - _ - ry a =3 3 3 6 0 ,ii ^�' 3 H F 3 i m � _, ;a u u �°n - n�°n _,u v°i z a'u z '° ` b rvo .�`.-.tea LL a C1 o° o 0 0 0 _ _ _ _ _ _ _ _ _ o o _ _ _ o.o.o ._ F. o.o .o _ _ _ _ _ _ _ _ c.V c c f ° ° o ° ° 8 P, o °o °o o °o 0 0 o a o o °o o co o °o o co o °o 0 ,, 0 °o co o - - - o 0 0 0 z 3 M"§'-' §“ §-33' 3333333333 —M§§33333333333333333 “Th 3 3 m � w m Rk ._• d m�0 m a d 4: 2 R 0 o � $ 3 3 "o a_ g FF. z Za Z¢Z 3 aa rvu un. . m � 1 . +m ?, 5 " ", . $ rve m mZZ 2nNNq 3 6 0 • 2 O W Lam " " o0 3 3 J> c 3 m u u - m ° LLz� 3 z 'ss 'v55i1'�'e '� v'�'8'- v 'a 'v '� '� I �'B '� '� v 'v dovvdvvvvc 'S ti d " o 0`9 a `w m3 N z" z z z zz z"z" z z z" z z° z" z z z" z z z"z z z z z z° z z z z z z" z" z z°z" z z z z z z z z z z z z" z° z z° z"z z z z° • a r 3 2 3 0 16K5 0 v 'ria 9 `° Y, G $ E E E2. E E E E E m ' a i t t cr.8 8 8 s a 0 0 0 0 0 0 0 ° a22 ° n Yn N N C H. S .,1 c c c C c _ c c . c c E o E c E o a a a a a a a a a E o a a a �LL m p «S�S S S S S S S S s.Sul S • ° E x I z c a S S a u N a E E �.. N LL N W Na a ,Q U H. ry m o " o ^' o .a. °.' v m a 00 n m O - L ` _ o ec -', E z0 _ `o $ 3 ° p ;° 3 w p u 0 > > � °s n • o - 11 3 3 E 3 > t - m n 3 a z z . u - n s - - E c o v n = °c E.F ° o 0 u o .13_o w u `° u° E ` - 3 - - ' u N a- m u m ° c 0 66 2 v ° w 2 an' %3 3 0 o a r < � E oQ a,« o _ '° _Ell is 3 r _ _ m 3 _ > z c r v x v x p ` w am YT Z « « - - t c 9 e 0 o a` � v E m ' 'vn'E'n m 'E i, ' ,, 'a n v ° _ ° r - ^ v= l0, -- . 88886686 -. oa o 0 6 0 -, o ry .Y-21 « ' 9 oc c Ai om C o _ _ m AA - - - AA -rn222 n O .2 « d 2„ K= NQO Cu CoV 3 qO a °acc cc cc vi• Am N , r ; Em <0 „ « Q= <o 1w > _v - -v - -a v M ` < E ¢ H - m „ « avai YY 'It' o . E ,'5 ° iaz n 4 u u v a a a z $ - a`6ad b W. u « v _ ._ u « _ 4 a o �o 30 0 r : v¢ t¢ t d F .. 8 8 o` 0 . 0. 660 .06 . 0 .600 0 868 S Z• � _ _ c c c ° c c c c 0 0 o 0 0 `o `s _ $ J 3 i 5 _ `s 3 3 3 3333 '33333333'3333 3 333 N x • N s u “ m Y v n nmrnmm .. .�rvmm ,., •i. E ,g ` o c o 0 0 3 3 3 3 3 3 3 3 3 3 3 0 0 3 3 •3 3 Pe- I ,9 „, a N . . , .- . . . 333 0 044 $ - a _ - d d j j H w c o c LL N 1° n v v w v m u i G C w u u w m " v i v -- 0 09 u r z E v m Y cO3 U u° u° u° u° u° u° W u° u° V° u°u° V° V° V° v° u° V° i� A O u° C ,c u o P. P. P. P. P. 3 `o F2 t'3 3.c`o a 3 z z z zz° zzz" zzzzz" zz" zz° zz" z z" z" z u N E= w v rWx- H 3 0;. - in 1 6 K • \ k\ . . VA ; ! ! $ / }} \ j - - -E { { { { { \ ) ) ƒ : ° ƒ ! § v) } ° § `: , !e }}`}:f ` : � E °E / , 8383858sst , 3g82 § ( + (k §) AltAh; 2-=' r.,f-S ftf() ()/ ) } { ( 1 } } ) ! | f } f = ! ! - § \ § \ k { kl,2 § ! §q[ , ! { \ I ! 2 § § 5 }/®k }\/ ~ )ƒm , j a k \ ; : e ! e e e 11148 7 �l11ETO ,; � ![