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Backup Documents 08/27/2024 Item #16C 5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP �+ CC TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO i 6 L 5 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 he 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. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. lithe 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 /hie)-11 4. BCC Office Board of County Commissioners {,, MI+ i rZ y 5. Minutes and Records Clerk of Court's Office "�' PRIMA RY 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 wpl../n lkct..c-\o V► C % , 5- 5".3 `7 Agenda Date Item was Agenda Item Number Approved by the BCC — 8 ) a.' I ' ,� F(p 5 e- Type of Document 1� Number of Original Attached -''r.c � � Or 8.e.t-- Documents Attached PO number or account number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column, whichever is Yes N/A(Not appropriate. (Initial) Applicable) I. Does the document require the chairman's original signature? 2. Does the document need to be sent to another agency for additional signatures? If yes, 7' provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet. t' 1 t 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. ,A44. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board N $A 5. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. �lC. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. r ' 7. In most cases(some contracts are an exception),the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. 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 'S/ .7 and all changes made during N/A is not the meeting have been incorporated in the attached document. The County cp., 1 e an option for Attorney's Office has reviewed the changes, if applicable. `? l this line 9. Initials of attorney verifying that the attached document is the version approved by the N/A is not BCC, all changes directed by the BCC have been made,and the document is ready for the an option for Chairman's signature. this line. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 16C 5 Procurement Services CO Change Order Form �7C Contract Modification ❑Work Order Modification Contract#: 23-8116 Change if; 1 Purchase Order#: 4500225567 Project#: 70149 Contractor/Firm Name: Poole&Kent Company of Florida Contract/Project: NCWRF Pretreatment Facility Project Manager Name; Wayne Karlovich Division Name: PUD—Engineering and Project Management Original Contract/Work Order Amount $ 55,660,000.00 7/11/23; 11A Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 55,660,000.00.4 na Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 55,660,000.00 3/9/2026 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 55,660,000.00 0.00% Change from Current BCC Approved Amount Cumulative Chan es $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 8/28/2023 Original 3/9/2026 Last Approved 3/9/2026 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 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. This is a change order for use of allowance for additional work as directed by the Owner.The original allowance is$5,000,000.The two work directives summarized below were issued to the contractor resulting in the amount of$22,819.80 to be funded from the allowance. The remaining allowance balance will be$4,977,180,20. WD#1 24"IQ Relocation—Pipe Material 1) WD#1 was issued to address additional labor/materials required to complete relocation of an IQ main. Upon excavation it was discovered that the 24"DI pipe shown on the plans was actually a 20"PVC pipe,requiring additional fittings/restraints and labor in order to complete the pipe relocation.The additional cost associated with this change is$8,342.40. 2) Unforeseen conditions regarding the size and material of the existing IQ main required deviation from the original plans which were based on plant record drawings. 3) If the change is not processed,the contractor will have provided the additional materials needed to complete the IQ pipe relocation without compensation due to the differing site conditions. WD#2 Revised Foundation Plan 1) A revised foundation plan is needed to avoid interference with existing electrical duct bank and required layout of stone aggregate piers based on recommendations from the Vibro-replacement subcontractor.Structural modifications consisting of widening concrete footers and utilizing structural grade beams are required which increased the amount of reinforcing steel and concrete needed for the foundation.The additional cost associated with this change is$14,477,40. 2) Unforeseen conditions related to the location of the existing electrical duct bank requires revision of the original foundation plan in order to provide additional structural support around the duct bank where it is located underneath the new pretreatment building foundation, 3) If this change is not processed,the existing electrical duct bank could be compromised due to its position under the proposed foundation for the new pretreatment building.There is also the possibility of differential settlement underneath the new pretreatment building due to the duct bank location, Balance Amount Remaining Owner's Allowance $5,000,000.00 $ 5,000,000.00 CO#1-WD#1 $ (8,342.40) $ 4,991,657.60 CO#1 -WD#2 $ (14,477.40) S 4,977,180.20 Revised:01/14/2021 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin Rpl ECC ES 16C 5 Ka ri ovi c h Wa n e Digitally signed by KarlovichWayne Prepared by:_ Y Date:2024.03.22 13:29:02-04'00' Date: (Wayne Karlovich, Subregional Utilities Division, Supervisor of Project Management) KLA 3/22/24 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 o ange set forth herein,including claims for impact and delay costs. Accepted by: Date: 3t 21k • (co � .,t! sus esi P fessional and Name of Firm,if project applicable) Briar �01`°naa r Ns, g-, xgr ,v1Str , i t,Poole&Kent Company of Florida • Rruw I WV..Ma kr.aJrrd efw • Accepted by: Cavallerl ow2024;xma„0.11•U °°""A1 Dale: (Design Professional and Name of Firm,if project applicable) • •;ngMally Slgn d by bI,Leanitalthew McLeanMatthew ON£tl,O.rbc aanQcb-P,D P1yNfl nd=ltc1Z7.1,whew,DU=017,7D OU pRnt U er Rc•bcc.,DJ-f UD ov,DC g and Pta�ect UanagernenL OU+PJD, Approved by: 0 °024o�2eo-nc�,o5c04'00' .oc-na Date: (Matthew McLean,Engineering and Project Management Division Director) Dlgilally signed by ZimmermanBecca Zlmmermaneecca Approved by:^ bate!2024.04.1209:06:47•04'00• Date: (Procurement Professional) • • • Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet,) PROCUREMENT USE ONLY Agmtn Rp BCC Es 16C5 ATTES'f: BOARD OF 0 NTY COMMISSIONERS Crystal K. Kinzel, Clerk of Courts COLLIER U TY, F R1DA By. J Attest as to C;no, ,s Chris - all, Chairman '1 Dated: , 15 I ►,( signature only (SEAL) Si Ap • ved as t Fort nd ,egality: By: r Scott R. Teach Deputy County Attorney 16C 5 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount WD 1 -If this change is not processed the contractor will have provided the additional materials needed to complete the IQ pipe relocation without compensation due to the differing site conditions. Utilize allowance WD 2-If this change is not for WD#1 and WD processed,th ing electrical 1 #2 to compensate 0 0 0 0 duct bank could be tcompromised contractor. due to its position under the proposed foundation for the new pretreatment building.There is also the possibility of differential settlement underneath the new • pretreatment building clue to the duct bank location. Revised:01/14/2021 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin I Rp1 I BCC ES 16C5 PUBLIC UTILITIES WORK DIRECTIVE CHANGE # I PROJECT NAME: NCWRF Pretreatment Facility Collier County, FL. DATE OF ISSUANCE: November 9,2023 EFFECTIVE DATE: OWNER: The Board of County Commissioners of Collier County, Florida PROJECT#: 7014.9.] CONTRACTOR: Poole & Kent Company of Florida ENGINEER: AECOM Technical Services, Inc. You are directed to proceed promptly with the following change(s): Description: Install (2) 24"x20" reducers and necessary restraints as outlined and shown in RF1 16 for the existing IQ pipe relocation as shown on Plan Sheet 00 C-301. Purpose of Work Directive. Change: These reducers are needed due to the discovery that the existing IQ piping shown on the plans as 24-inch was found to be 20-inch (C-900 DR 25, CL100 PVC). Per conversations during the Construction Progress conference call on I I/I/2023, the IQ relocation will proceed with installing 24-inch DI pipe already in stock and connect to the existing IQ pipe with reducers and necessary restraints. ICa claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records D Lump Sum ❑ Engineer's record E) Other: Time & Material ❑ Other Estimated increase (-tees:in Contract Price Estimated change in Contract Time: TBD based on actual cost Increase or decrease by TBD calendar days. RECOMMENDED: AUTHORIZED: By: By: Engineer Owner's Representative Ronald Cavalieri, P.E. Wayne Karlovich, P.E. AECOM Technical Services, Inc. • 1l00/23 1:19;P M 16C 5 Poole & Kent Contractors CONTRACTOR REQUEST !t rt Elt9COR Company 'SAFELY RULLDA QUALIFY PROJECT ON TIME AND UNDER BUDGET' FOR INFORMATION REQUEST NO.: 016 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO: 23604 CONTRACTOR: Poole& Kent of Florida(P&Kl Clarification Requested By: Poole&Kent&Earth-Tech Attachment: Photos of existing 24" IQ. Regarding: Plan Sheet 99 C-505, 00 C-301 Spec. Section: Possible Cost Change: Yes X No High Priority a Response Needed By: 11/2/23 Possible Time Impact: Yes X No Low Priority Existing 24" IQ Relocation—Pipe Material • The Contractor discovered the existing 24" IQ is HDPE pipe and Civil Yard Piping Schedule on 99 C-505 lists pipe as Ductile Iron. See attached photos of existing 24" IQ. Please provide wall thickness of existing HDPE (DR-?) and an RFP to proceed with 24" IQ relocation. Mitch MacClugage Prepared by 10/26/2023 Date Design Engineer Owner Engineer's Response: Per field investigations and as-built reviews conducted by County and Contractor, the existing IQ piping is identified as below: • Size: 20-inch • Material: PVC • Classification: C-900, DR25/CL 100. • Outer diameter (field measured): 21.7 inches Per conversations during the Construction Progress conference call on 11/1/2023, the 20-inch IQ pipe to be relocated will be replaced with 24-inch piping complying with the pipe schedule on Sheet 99 C-505. Install 24"x20" reducers and necessary restraint devices for the relocation. See attached sketch for anticipated connections and reducer locations. If conflicts with the revised connections to existing pipe are discovered, Contractor shall submit an RFI follow-up. Kurt Ahlgrim, P.E. 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',. ::.i'l•....1.'sk‘:, ‘C:‘ivA;:q43'41.N 0).. ..:.•;:.!..,....•. i' ',.' 16C 5 = Poole & Kent Contractors An EMCOR Company March 19, 2024 Collier County Public Utilities Dep. 3339 Tamiami Trail East Naples, FL 34109 Attn: Wayne Karlovich Re: NCWRF Pretreatment Facility Collier County Contract 20-7722-NS, Poole & Kent Job No. 23604 PK PCO—001 - Work Directive#01 —RFI 016 Existing 24" IQ Relocation —Pipe Material Mr. Karlovich, Poole & Kent (PK) Company of Florida has received Work Directive #1, dated November 9, 2023. Work Directive #1 refers to RFI 016 Existing 24" IQ Relocation — Pipe Material and provides direction to install additional ductile iron fittings and pipe restraints to complete the 24" IQ Relocation work, due to differing site conditions. Please issue a change order based upon signed time and material documents in the amount of$8,342.40. Clarifications: 1. This price only includes the cost for the changed work as defined in our proposal. Any additional work required for this change will be quoted as it becomes known. 2. Pricing based on signed Time & Material sheets and rental pricing included within. 3. Poole & Kent is not responsible for LDs for delays caused by differing site conditions. Should you have any questions, please do not hesitate to call. Very Truly Yours, Poole & Kent Company of Florida Mitch MacClugage Project Manager .16C5 _ Poole&Kent Company of Florida Poole&Kent 1781 N.W.North River Drive Miami,FL 33125 Contractors P.O.Box 420556 An EMCOR Company Miami,FL 33242 Phone:305.325.1930 Project Name: NCWRF Pretreatment Facility Owner: Collier County Public Utilities Department Engineer: AECOM Owner: Wayne Karlovich PK Job No. 23604 Contractor: Poole& Kent Company of Florida WD# 1 Cost Proposal No. 1 Rev: 3 March 19, 2024 Sheet No Sheet Identification Labor Material Process Equip 1 Work Directive#01 -RFI 016 Existing 24"IQ Relocation-Pipe Material - - - Material Cost,Labor Hours and Equipment Cost TOTALS' - 0.00 - - Labor Totals Category Hours Rate Cost SUMMARY a. Process Equipment&Material Cost - Operator 12 97.50 1,121.25 b. Freight Included Operator(OT) 131.75 c. Sales Tax 6.0% - Operator(DT) 166.00 d. Collier County Surtax - Journeyman 25 99.91 2,497.75 e. Subtotal Material - Journeyman(OT) 134.74 f. Mark Up 10.0% - Journeyman(DT) 169.57 g. Total Process Equipment&Material Foreman 0 105.05 - Foreman(OT) 141.88 h. Base Labor Cost 3,619.00 Foreman(DT) 178.71 i. Mark Up 10.0% 361.90 General Foreman 0 107.62 - j. Total Labor Cost 3,980.90 General Foreman(OT) 145.45 General Foreman(DT) 183.28 k Subcontracts - Laborer 0 86.11 - I Mark Up 5.0% - Laborer OT 116.44 m Total Subcontract Laborer DT 146.77 n Construction Equipment&Tools 3,965.00 o Equipment Mark Up 10.0% 396.50 P Total Construction Equipment&Tools 4,361.50 q General Conditions - r GC Mark UP 10.0% - Labor SubTotal 3,619.00 u. Total GC - Total Proposed Change Order Amount $ 8,342.40 6C 5 Material and Labor Cost Estimate Sheet Sheet Description Material and Labor Sheet No. 1 Qty Description Material($) Labor(hrs) Process Equipment($) Unit Total Unit Total Unit Total 4 24"PVC Bell Restraints(Owner Furnished) - - - 2 24"x20"DIP Reducers(Owner Furnished) - - - 2 20"PVC Megalugs(Owner Furnished) - - - Material,Labor,Equipment/Tools Subtotals Consumables of material - Clean Up of labor _ Safety of labor - Small Tools of labor - Totals - EQUIPMENT AND MAJOR TOOLS i 6 C 5 Sheet Description Equipment&Major Tools Sheet No. 3 EQUIPMENT/TOOLS UNIT COST TOTAL COST Acetylene Rigs Complete days @ Air Compressor days @ Backhoe Months @ Bobcat Months @ Barricades days @ Blower/Fan days @ Bomag Roller days @ Chain Fall days @ Compactor 1 days @ 120.00 120.00 Core Drill Machine days @ Crane Days @ Crane(Boom Truck) days @ Crawler Tractor days @ Walk Behind Street Saw month @ Dewatering Equipment 1 days @ 1,451.00 1,451.00 Dozer weeks @ Drum Roller days @ Dumpster per @ Mini Excavator w/Delivery/Pickup 2 days @ 725.00 1,450.00 Flat Bed Truck days @ Fusion Machine, Datalogger&Tech days @ -y Front End Loader days @ Generator days @ Diesel Fuel gallons @ Grooving Machine days @ Hilti Drill days @ Lull 2 day @ 394.00 788.00 Laser days @ Pick-up Truck days @ Pipe Bending Machine days @ Pipe Machine week @ Plate Compactor days @ Portable Power Jack days @ Power Hoist days @ Roust-A-Bouts days @ Rubber Tire Combination days @ Scaffolding days @ Scissor/Hi-Lift/Boom Lift months @ Screw Jacks days @ Skid Steer days @ Test Pump days @ Tapping Tool days @ Transit/Level days @ Trench Box-United Rental 2 days @ 78.00 156.00 Trenching Machine days @ Other-Mobilization/Demobilization days @ Other- days @ EQUIPMENT&TOOLS TOTAL COSTS $3,965.00 16C 5 GENERAL CONDITIONS COST Sheet Description GC COST Sheet No. 4 DESCRIPTION UNIT COST TOTAL COST PROJECT MANAGER 0 hours @ 100.00 0.00 ASSISTANT PROJECT MANAGER hours @ 0.00 0.00 SUPERINTENDENT 0 hours @ 128.00 0.00 PROJECT ENGINEER 0 hours @ 36.00 0.00 hour @ 0.00 hour @ 0.00 0.00 Ardman&Associates,Inc. 0.00 Density Test, Nuclear Method(min.4) 0 each @ 23.10 0.00 Trip Charge 0 each @ 120.00 0.00 Standby Time hour @ 88.00 0.00 days @ 0.00 AngleRight Surveying 0.00 As-Builts-Field Crew 0 per @ 640.00 0.00 As-Builts-PSM 0 per @ 125.00 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 0.00 0.00 GENERAL CONDITIONS COST $0.00 � �� 5 EQUIPMENT AND SUBCONTRACTORS VENDOR MANUFACTURER EQUIPMENT PRICE / ' TOTAL EQUIPMENT SUBCONTRACTOR SCOPE PRICE -- ' TOTAL SUBCONTRACTORS 0.00 i6C 5 Poole & Kent rt..- Contractors An EMCOR Company March 19, 2023 Collier County Public Utilities Dept. 3339 Tamiami Trail East Naples, FL 34109 Attn: Wayne Karlovich Re: NCWRF Pretreatment Facility Collier County Contract 20-7722-NS, Poole & Kent Job No. 23604 PK PCO—002 - Work Directive#02—Revised Foundation Design Mr. Karlovich, Poole & Kent (PK) Company of Florida has received Work Directive #2 Revised Foundation Design, dated November 16, 2023. Please issue written approval of this lump sum cost in the amount of $14,477.40, in order to proceed with this work. Clarifications: 1. This price only includes the cost for the changed work as defined in our proposal. Any additional work required for this change will be quoted as it becomes known. 2. Poole & Kent reserves our rights for a time extension once the full impact of this change is realized. 3. This change cannot be tracked via Time & Material and shall remain as lump sum. 4, Poole & Kent shall not be held responsible for LDs for delays caused by unforeseen conditions. Should you have any questions, please do not hesitate to call. Very Truly Yours, Poole & Kent Company of Florida / Mitch MacClugage Project Manager 16C5 Poole&Kent Company of Florida Poole&Kent 1781 N.W.North River Drive Miami,FL 33125 Contractors P.O.Box 420556 An EMCOR Company Miami,FL 33242 Phone:305.325.1930 Project Name: NCWRF Pretreatment Facility Owner: Collier County Public Utilities Department Engineer: AECOM Owner: Wayne Karlovich PK Job No. 23604 Contractor: Poole& Kent Company of Florida WD# 2 Cost Proposal No. 2 Rev: 1 March 19, 2024 Sheet No Sheet Identification Labor Material Process Equip 1 Work Directive#02-Revised Foundation Design - - - Material Cost,Labor Hours and Equipment Cost TOTALS' - 0.00 - - Labor Totals Category Hours Rate Cost SUMMARY a. Process Equipment&Material Cost - Operator 0 97.50 - , b. Freight Included Operator(OT) 131.75 c. Sales Tax 6.0% - Operator(DT) 166.00 d. Collier County Surtax - Journeyman 0 99.91 - e. Subtotal Material - Journeyman(OT) 134.74 f. Mark Up 10.0% - Journeyman(DT) 169.57 g. Total Process Equipment&Material - Foreman 0 105.05 - Foreman(OT) 141.88 h. Base Labor Cost - Foreman(DT) 178.71 i. Mark Up 10.0% - General Foreman 0 107.62 - j. Total Labor Cost - General Foreman(OT) 145.45 General Foreman(DT) 183.28 k Subcontracts 13,244.00 Laborer 0 86.11 - I Mark Up 5.0% 662.20 Laborer OT 116.44 m Total Subcontract 13,906.20 Laborer DT 146.77 n Construction Equipment&Tools - o Equipment Mark Up 10.0% - P Total Construction Equipment&Tools - q General Conditions 544.00 r GC Mark UP 5.0% 27.20 Labor SubTotal - u. Total GC 571.20 Total Proposed Change Order Amount $ 14,477.40 i6C5 Material and Labor Cost Estimate Sheet Sheet Description Material and Labor Sheet No. 1 Qty Description Material($) Labor(hrs) Process Equipment($) Unit Total Unit Total Unit Total • Material,Labor,Equipment/Tools Subtotals Consurnables of material - Clean Up of labor _ Safety of labor _ Small Tools of labor _ Totals - 16C 5 EQUIPMENT AND MAJOR TOOLS Sheet Description Equipment&Major Tools Sheet No. 3 EQUIPMENT/TOOLS UNIT COST TOTAL COST Acetylene Rigs Complete days @ Air Compressor days @ Backhoe Months @ Bobcat Months @ Barricades days @ Blower/Fan days @ Bomag Roller days @ Chain Fall days @ Come-Along days @ Core Drill Machine days @ Crane Days @ Crane(Boom Truck) days @ Crawler Tractor days @ Walk Behind Street Saw month @ Dewatering Equipment-MWI week @ Dozer weeks @ Drum Roller weeks @ Dumpster per @ Excavator-United Rental days @ Flat Bed Truck days @ Fusion Machine,Datalogger&Tech days @ Front End Loader-United Rental days @ Generator days @ Diesel Fuel Gallons @ Grooving Machine days @ Hilti Drill days @ Lull Weeks @ Laser days @ Pick-up Truck days @ Pipe Bending Machine days @ Pipe Machine week© Plate Compactor days @ Portable Power Jack days @ Power Hoist days @ Roust-A-Bouts days @ Rubber Tire Combination days @ Scaffolding days @ Scissor/Hi-Lift/Boom Lift months @ Screw Jacks days @ Slings/Choker days @ Test Pump days @ Tapping Tool days @ Transit/Level days @ Trench Box-United Rental days @ Trenching Machine days @ Other-Mobilization/Demobilization days @ Other-4"Trash Pump-United Rental days @ EQUIPMENT&TOOLS TOTAL COSTS I6C 5 GENERAL CONDITIONS COST Sheet Description GC COST Sheet No. 4 DESCRIPTION UNIT COST TOTAL COST PROJECT MANAGER 4 hours @ 100.00 400.00 ASSISTANT PROJECT MANAGER 0 hours @ 0.00 0.00 SUPERINTENDENT 0 hours @ 128.00 0.00 PROJECT ENGINEER 4 hours @ 36.00 144.00 0.00 0.00 Ardman&Associates, Inc. 0.00 Density Test, Nuclear Method each @ 23.10 0.00 Trip Charge each @ 120.00 0.00 Standby Time hour @ 88.00 0.00 days @ 0.00 AngleRight Surveying 0.00 As-Builts-Field Crew hour @ 160.00 0.00 As-Builts-PSM hour @ 125.00 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 0.00 0.00 GENERAL CONDITIONS COST $544.00 16C5 EQUIPMENT AND SUBCONTRACTORS VENDOR/MANUFACTURER EQUIPMENT PRICE TOTAL EQUIPMENT 1.-'Li. xktti ±;,7_ -ri. . .. . C,..;. i. E i' I SUBCONTRACTOR SCOPE PRICE Baker Concrete Construction Additional Rebar and Concrete 13,244.00 TOTAL SUBCONTRACTORS 13,244.00 16C5 BAC ER" Baker PCO tt 1-REV 1 f. t n t k I I s c O n:;I h u b I'n[I BBC PCO tt December 19,2023 Poole&Kent Company of Florida BAKER CONCRETE 10500 Goodlette-Frank Rd. Naples,FL 34109 Attn:Mitch MacClugage Re: Collier NCWRF WORK DIRECTIVE 02-REVISED FOUNDATION DESIGN Mitch, Attached please find pricing for Baker Concrete to provide labor,material and equipment for the changes between Collier NCWRF Bid set dated February 2023 and the Work Directive 02-Revised Foundation Design set dated 11/15/2023. Our quote is based on the quantities shown on the attached spreadsheet.Terms and conditions of our base contract shall apply and will be made part of our final contract if accepted. Qualifications&Assumptions: • ALL COSTS FOR GENERAL LIABILITY ARE EXCLUDED • OVERTIME TO COMPLETE THE ADDITIONAL WORK 1S NOT INCLUDED • DEWATERING IS EXCLUDED • EXCAVATION,HAUL OFF&BACKFILL ARE EXCLUDED • ANY CHANGE THAT IS NOT CLEARLY SHOWN AND LABELED IS EXCLUDED.IT IS ASSUMED THAT ALL DETAILS HAVE BEEN COMPLETELY DESIGNED SUCH THAT ALL CHANGES CAN BE INSTALLED COMPLETE AS SHOWN.ANY FORTHCOMING DETAILS OR SUPPLEMENTARY INFORMATION MODIFYING EXISTING DETAILS ARE EXCLUDED. • CRANE EQUIPMENT AND OPERATORS TO BE PROVIDED BY OTHERS • ANY COSTS TO ACCELERATE THE WORK IN THIS PROPOSAL DUE TO FAILURE OF OTHERS TO PERFORM IS NOT INCLUDED • PRICING IS BASED ON THE ASSUMPTION THAT BAKER WILL RECEIVE AN OFFICIAL CHANGE ORDER FOR THE ADDITIONAL WORK WITHIN 30 DAYS OF ACCEPTANCE.IT SHALL BE ACCEPTABLE TO ADD THIS PCO AS A LINE ITEM TO THE SCHEDULE OF VALUES AND BILL AGAINST IT FOR THE PERIOD THE WORK IS PERFORMED. Our price for completing this work(See attached): $ 13,244 1% *Modifications to scope referenced in this PCO will require an extension to the project schedule o)(0)working days. Should you have any questions or concerns,please contact me directly. Respectfully, (submitted via e-mail) Nicholas Quesada Baker Concrete Construction,Inc. CC: BCCI Joh rile 1115098 Bulat M BCCI Attachments: CPI,inc CONS OST takeoff 16C 5 PUBLIC UTILITIES WORK DIRECTIVE CHANGE # 2 PROJECT NAME: NCWRF Pretreatment Construction DATE OF ISSUANCE: 11/16/2023 EFFECTIVE DATE: OWNER: The Board of County Commissioners of Collier County, Florida PROJECT#: 70149.1 CONTRACTOR: Poole & Kent Company ENGINEER: AECOM Technical Services, Inc. You are directed to proceed promptly with the following change(s): Description: Revised foundation design. Refer to attachments: RFI 15 and attachments. Purpose of Work Directive Change: Revised foundation plan is needed to avoid interference with existing electric duct hank and required layout of stone aggregate piers. Foundation revisions arc provided in revised Foundation Plan Drawing S-110. Additionally, the anticipated soil pressures have been provided for the locations where footings have been modified as shown on the Estimated Soil Bearing Pressures PDF. if a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Other: To Be Determined ® Other No additional Time Estimated (increase)/(decrease) in Contract Price Estimated change in Contract Time: TBD Increase or decrease by 0 calendar days. RECOMMENDED: AUTHORIZED: By: G � � By: Engineer Owne .s Representative Ronald Cavalieri, PE, BCEE Wayne Karlovich, PE 11116/23 1:23 1'M 16C 5 Poole & Kent Contractors CONTRACTOR REQUEST An Eli11C01? Company 'SAFELY BUILD ADUALI,Y PROJECT ON TIME AND UNDER BUDGET' FOR INFORMATION REQUEST NO.: 015 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO: 23604 CONTRACTOR: Poole& Kent of Florida(P&Kl Clarification Requested By: Poole&Kent& Earth-Tech Attachment: Structural Modifications on 10 S-110 Regarding: Plan Sheet 10 S-110 Spec. Section: Possible Cost Change: Yes X No High Priority XXX Response Needed By: 11/1/23 Possible Time Impact: Yes X No Low Priority Structural Recommendation for Existing Conditions See attached recommendations from our Vibro-Replacement Subcontractor, to coordinate the foundation improvements with existing conditions. Structural modifications consisting of widening footers and utilizing structural grade beams will be required to be designed by the Structural Engineer. Please confirm structural recommendations are acceptable so that Vibro-Replacement can be resubmitted and provide revised structural drawings defining the required structural modifications. Poole & Kent and our Vibro-Replacement Subcontractor can be available to discuss as needed. Mitch MacClugage Prepared by 10/25/2023 Date y� . ❑ ❑ Design Engineer Owner Foundation revisions are provided in revised Foundation Plan Drawing S-110 and is attached (PDF and AutoCAD). Additionally, the anticipated soil pressures have been provided for the locations where footings have been modified as shown on the attached Estimated Soil Bearing Pressures PDF. Contractor shall provide updated aggregate pier layout based on the revisions to the foundations. Reviewed By 11/16/23 Brian Boen, P.E. Date AECOM Technical Services, Inc. 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(1) --.1...M. •-' -,1 a . • • .. . -.—.—— — -- 16C 5 Poole & Kent Contractors CONTRACTOR REQUEST An f MC01?Company J AI :SAFELY BUILD A OLIALIIY PROJECT ON TIME AND UNDER BUDGET" FOR INFORMATION REQUEST NO.: 015 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO: 23604 CONTRACTOR: Poole& Kent of Florida(P&K) Clarification Requested By: Pogie Kent& Earth-Tech Attachment: Structural Modifications on 10 S-110 Regarding: Plan Sheet 10 S-110 Spec. Section: Possible Cost Change: Yes X No High Priority XXX Response Needed By: 11/1/23 Possible Time Impact: Yes X No Low Priority R ' # Structural Recommendation for Existing Conditions See attached recommendations from our Vibro-Replacement Subcontractor, to coordinate the foundation improvements with existing conditions. Structural modifications consisting of widening footers and utilizing structural grade beams will be required to be designed by the Structural Engineer. Please confirm structural recommendations are acceptable so that Vibro-Replacement can be resubmitted and provide revised structural drawings defining the required structural modifications. Poole & Kent and our Vibro-Replacement Subcontractor can be available to discuss as needed. Mitch MacClugage Prepared by 10/25/2023 Dale &Id Design Engineer Owner Foundation revisions are provided in revised Foundation Plan Drawing S-110 and is attached (PDF and AutoCAD). Additionally, the anticipated soil pressures have been provided for the locations where footings have been modified as shown on the attached Estimated Soil Bearing Pressures PDF. Contractor shall provide updated aggregate pier layout based on the revisions to the foundations. Reviewed By 11/16/23 Brian Boen, P.E. Date AECOM Technical Services, Inc. NCWRF Pretreatment Facility-Contract No.20-7722-NS 16 C. 5 I M WW N ~ 0 () w N n \\;CJ a ^I7// Q i : I.I IM i5 w 601-4C1d'S31dVN am r- .— `\`$ •.•.. . .I•'�tti/� vZ, ' rt. 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(1) II=IMIIIII '•V..) . ca o —.-- • 1 C5 Cotter County Procurement Services C4 te Change Order Form (xi Contract Modification ❑Work Order Modification Contract#: 23-8116 Change#: 2 Purchase Order#: 4500225567 Project#: 70149 Contractor/Firm Name: Poole&Kent Company of Florida Contract/Project: NCWRF Pretreatment Facility Project Manager Name: Wayne Karlovich Division Name: PUD—Engineering and Project Management Original Contract/Work Order Amount_ $ 55,660,000.00 7/11/23; 11A Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 55,660,000.00 na Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount _ $ 55,660,000.00 3/9/2026 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 0,00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 55,660,000.00 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 8/28/2023 1 Original 3/9/2026 Last Approved 3/9/2026 Revised Date 3/31/2026 Date Completion Date Date (Includes this change) #of Days Added 22 Select Tasks 0 Add new task(s) ❑Delete task(s) ❑Change task(s) g Other Provide a response to the following:1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and I 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. This is a change order for the use of allowance for additional work as directed by the Owner.The original allowance was$5,000,000,and the current allowance balance is$4,977,180.20.The two work directives summarized below were issued to the contractor resulting for $86,320,34 to be funded from the allowance.The remaining allowance balance will be$4,890,859,86. This change increases the time to substantial and final completion by 22 days. WD#3 Remedial Vibro-Replacement Measures 1) WD#3 was issued to address refusals encountered during vibro-replacement stone column installation.These unforeseen conditions required the contractor to complete additional work including demobilizing the vibro-replacement crane/equipment, investigating the refusals by digging a test pit,repairing of the test pit,predrilling the column locations where refusals were encountered,and finally remobilizing the vibro-replacement crane/equipment before proceeding with the quoted vibro-replacement work.This additional work resulted in a delay to the project of 22 calendar days and the cost associated with this change is $80,677.27. 2) Unforeseen conditions regarding the presence of rocks/boulders approximately 6-8'below grade required pre-drilling of stone column locations which was not previously identified in the scope of work or contract documents. 3) if the change is not processed,the headworks structure cannot be constructed as designed. A redesign of the structural elements or layout of the facilities would be required to proceed with the project. This would result in significant additional costs and time delay for project completion. WD#5 PVC to Ductile Iron1D1)Transition Beneath Slab 1) WD#5 was issued to address concerns about the location of pipe material transitions indicated in the design drawings.The design drawings indicated the drain piping to transition from DI to PVC above the floor slab.The contractor raised concerns about running PVC pipe through the slab,and the solution was to transition from DI to PVC below the slab.The additional cost associated with this change is$5,643.07, 2) The original design decision was made for access of the pipes for maintenance,but the benefit of using a stronger material to transition through the slab was recognized as providing greater benefit to the County. 3) If this change is not processed,the drain piping passing through the concrete floor of the building will be PVC and will prematurely fail resulting in additional expensive repair costs in the future. Balance Amount Remaining • Owner's Allowance $5,000,000.00 $5,000,000.00 • CO#1-WD#1 $ 8,342.40 $4,991,657.60 • CO441-WDf?2 $ 14,477.40 $4,977,180.20 CO#2-W0tf3 $ 80,677.27 $4,896,502.93 CO#2-WD145 $ 5,643.07 $4,890,859.86 • Revised:01/14/2021 (divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman BCC es t6C 5 ,411 KarlovichWayne`' Digitally signed by KarlovichWayne Prepared by: Date:2024.06.07 11:57:33-04'00' Date: (Wayne Karlovich,Engineering and Project Management Division,Supervisor of Project Management) KLA 5/23/24 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 relate -t the change set forth herein,including claims for impact and delay costs. Accepted by: •--- Date: (/ J/--)f/f (Brian xe resident,Poole&Kent Company of Florida) /// IN •naav cm„< .US. o -Mo. Cavalier• "�" °``"a 'aI°cy" Accepted by: <%',mo,9,...�.m�.,,,<,.� 6,�.»:,.a,oro,,,,�.G, Date: (Design Professional-Ronald Cavalieri,Associate Vice President,AECOM) McLean Matthew n�F,,.uz..,.2hJ nrtier- .,o � �,,,..,..,.•—..O,,,.�.,e k,.oP,U,., 114 Fgl.t WPW eonnu r,e Prom rr.Cl.m..nt OV•PUG.Gu•G..o o+..GC•tc.. Go-t,n��,,.oc.o�e Approved by: GabNtlPt.91239111-6140' Date: (Matthew McLean,Engineering and Project Management Division Director) Z.I m m e r m a rl B Dlgilally signed by ZimmermanBecca Approved by: ecca Date:202 cis°. 08:01:12 0��00� Date: (Procurement Professional) Revised:01114/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin RPt BCC ES 013,0 cF 16C 5 -ATTEST: BOARD OF COUNTY COMMISSIONERS Crystal K. Kinzel, Clerk of Courts COLLIER TY, FL RIDA By: By: ttest as to Chairman's Chri 11, Chairman Dated: q _ signature only 7 1 e5-1-1 (SEA ) Appr ved as to Form an gality: By: co . Teach Deputy County Attorney 06 pi t 1 16C5 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount WD 1 -If this change is not processed the contractor will have provided the additional materials needed to complete the IQ pipe relocation without compensation due to the differing site conditions. Use of allowance WD 2-If this change is not 1 for #1 and allowance 0 0 0 p processed,the existing electrical #2 duct bank could be compromised due to its position under the proposed foundation for the new • pretreatment building,There is also the possibility of differential settlement underneath the new pretreatment building due to the duct bank location. • • Use of allowance Additional time is needed for for WD#3 and unforeseen conditions. Allowance • 2 WD#5. 0 0 22 946 usage for work directives. Add 22 days • • • Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY AdmIn BCC ES 16C 5 PUBLIC UTILITIES WORK DIRECTIVE CHANGE # 3 PROJECT NAME: NCWRF Pretreatment Facility Construction DATE OF ISSUANCE: 12/07/2023 EFFECTIVE DATE: 12/7/2023 OWNER: The Board of County Commissioners of Collier County, Florida PROJECT#: 70149.1 CONTRACTOR: Poole&Kent Company ENGINEER: AECOM Technical Services,Inc. You are directed to proceed promptly with the following change(s): Description: Investigate and implement remedial measures for completion of vertical stone columns as follows; • • Complete stone column vibro-replacement on remaining stone columns, which do not require remedial • measures(Estimated to be complete by COB Friday 12/08/2023). Identify additional stone columns that were not able to be installed to design depth. • • Demobilize existing vibro-replacement crane once the remaining piles are completed. • Allow the site to dry out, as needed. • • Excavate test pit without dewatering(in-the-wet) at stone pile location 101 to a depth of approximately 10-12 feet(depth of refusal). Refer to attached plan showing location of stone columns and current status as of 12/05/2023. Objective of test pit is to characterize nature of obstruction (i.e.,organic material,rock or other). Lay the excavated material out as the test pit excavation is performed and visually inspect. Submit report to Engineer with test pit results/findings. • If necessary, have surveyor locate designated stone pile for test pit. • Backfill the test pit with clean sand to I foot above the ground water elevation and then with compacted select/structural backfill in lifts, up to grade. Sand shall be suitable for subsequent installation of vibro- replacement piles. • If unable to either characterize excavated soil/nature of obstruction or complete the test pit excavation without significant disturbance of the site using the in-the-wet test pit,then proceed to install a wellpoint dewatering system for a dry test pit excavation. Approximate limits of the dewatering system shall be in accordance with the attached plan. Again,excavate to a depth of approximately 10-12 feet(depth of refusal). Test pit shall be dewatered to below the bottom of the excavation. Lay the excavated material out as the test pit is performed and visually inspect. Submit report to Engineer with test pit results/findings. • Backfill the dry test pit with compacted select/structural backfill in lifts, up to grade. IE • If results indicate rock, proceed with performing predrilling of the columns that had refusal with a 24" diameter drill rig to bore through the rock. if wood/organic material is the issue, an alternate plan of action will need to be developed;otherwise proceed with predrilling of rock of select columns. + Remobilize vibro-replacement crane and other equipment once the predrilled holes are complete. • Perform vibro-replacement stone columns through the pre-drilled holes in the rock to required depth at locations where piles were not completed. • Repair vibro-replacement columns damaged by the test pit excavation. • Provide schedule for planned remedial activities as described above. 12/07/23 4:08 PM 16C 5 Purpose of Work Directive Change: During installation of the vbro-replacement stone columns the contractor encountered unforeseen obstructions and were not able to complete the piles to the required design depth. The purpose of this work directive is to characterize the nature of the obstruction and complete remedial measures to allow for completion of the stone columns/piles. Attachments: Email "NCWRF Pretreatment - Notification of Delay - RFI-025 Unforeseen Obstruction During Vibro-Replacement"dated 12/5/23; Sketch of Proposed well point dewatering and Stone Pile location/refusal drawing through 12/5/23 1 f a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ® Contractor's records ❑ Lump Sum ❑ Engineer's record ® Other: Per Contract Requirements ❑ Other No additional Time Estimated (increase)/(deer-ease)in Contract Price: Estimated change in Contract Time: • To be Determined(TBD) Increase or deerease by TBD calendar days. RECOMMENDED: AUTHORIZED: y ,,,) Al) kaj04 Engineer Owns Representative Ronald Cavalieri, PE, BCEE Wayne Karlovich, PE 12/07/23 4:08 PM 16C 5 = Poole & Kent Contractors An EMCOR Company June 4, 2024 Collier County Public Utilities Dep. 3339 Tamiami Trail East Naples, FL 34109 Attn: Wayne Karlovich Re: NCWRF Pretreatment Facility Collier County Contract 20-7722-NS, Poole& Kent Job No. 23604 PK PCO 003 REV 2 -Work Directive#03— Remedial Vibro- Replacement Measures Mr. Karlovich, Poole & Kent (PK) Company of Florida has received Work Directive #3, dated December 7, 2023 and completed work described on January 5, 2024. Impacts of this unforeseen delay are 15 work days and 22 calendar days, as described within Project Update 03 December 2023. Please issue a formal change order for cost and time extension in the amount of$80,677.27 and 22 calendar days to the Contract. Clarifications: l. This price only includes the cost for the changed work as defined in our proposal. Any additional work required for this change will be quoted as it becomes known. 2. Poole & Kent reserves our rights for a time extension per Time Impact Analysis (TIA) shown on Project Update 03 for December 2023. 3. Time & Material sheets along with lump sum proposals are provided. 4. Poole & Kent shall not be held responsible for LDs for delays caused by unforeseen conditions. Should you have any questions, please do not hesitate to call. Very Truly Yours, Poole & Kent Company of Florida / f. Mitch MacClugage Project Manager 0,0 I6C5 Pools&Kent Company of Florida =Poole&Kent 1781 N.W.North Rlvor Drive • Miami,FL 33125 Contractors P.D.Box 420556 An EMCOR Company Miami,FL 33242 Phone:305.325.1930 Project Name: NCWRF Pretreatment Facility Owner: Collier County Public Utilities Department Engineer: AECOM Owner: Wayne Karlovich PK Job No. 23604 Contractor: Poole& Kent Company of Florida won 3 Cost Proposal No. 3 Rev: 1 March 23,2024 Sheet No, • Sheet Identification Labor Material Process Equip 1 Work Directive#03-Remedial Vibro-Replacement Measures - 1,303.65 - • • Material Cost,Labor Hours and Equipment Cost TOTALS] - 0.00 1,303.65• - Labor Totals Category Hours Rate Cost SUMMARY a. Process Equipment&Material Cost 1,303.65 Operator 0 0.00 - b. Fees/Fuel Surcharge 21.47 Operator(O7) 0.00 c. Sales Tax 6.0% 61.29 Operator(DT) 0.00 d. Collier County Surtax Journeyman 16 67.00 1,072.00 e. Subtotal Material 1,386.41 Journeyman(OT) 100.50 f. Mark Up 10.0% 130.37 Journeyman(DT) 134.00 g. Total Process Equipment&Material 1,516.78 Foreman 16 101.00 1,616.00 Foreman(OT) 151.50 h. Base Labor Cost 4,528.0D Foreman(DT) 202.00 i. Mark Up 10.0% 452.80 General Foreman 16 115.00 1,840.00 j. Total Labor Cost 4,980.80 General Foreman(OT) 172.50 General Foreman(DT) 230.00 k Subcontracts 61,149.10 Laborer 0 50,00 - I Mark Up 5.0% 3,057.46 Laborer OT 75.00 m Total Subcontract 64,206.56 Laborer DT 100.00 n Construction Equipment&Tools 3,320.00 • • o Equipment Mark Up 5.0% 166.00 P Total Construction Equipment&Tools 3,486.00 q General Conditions 5,897.40 r GC Mark UP 10.0% 589.74 Labor SubTotal 4,528.00 u. Total GC 6,487.14 Total Proposed Change Order Amount $ 80,677.27 • 16C 5 Material and Labor Cost Estimate Sheet Sheet Description Material and Labor Sheet No. 1 Qty Description Material($) Labor(hrs) Process Equipment($) Unit Total Unit Total Unit Total 1 Screen Sand(Backflll in wet,Vibro to compact) 604.94 604.94 - - 1 Tax($27.69) -27.59 (27,69) - _ 1 Structural Fill 513.60 513,60 - - 1 Tax($33.60) -33.60 (33.60) - - 1 Structural Fill Freight 246.40 246,40 - - Tax added to cover page w/o markup 61.29 _ - _ _ _ - Material,Labor,EquipmenUiools Subtotals 1,303,65 - - Gonsumables or material .02fr 'r'C urn 1 t v 3 T r 1<,,.:.rz�' 11 A` t.r,�, e ! 4nr Rxs 1 Clean Up of labor a - `'` `,- t.h _ 3r 4 r F1Kj' Safety of labor r -•�a-� } F — 1rr- i-`4, 1 - r J-y?�— -"' S"x -d Smell Tools of labor iii 1a`."-t`_•`'gt-1 ... ._k....t< ..tea :1717t`' `�ig k ',4 4 t'"'"„ Totals 1,303.65 - is .f (' N � �� 8� � �� EQUIPMENT AND MAJOR TOOLS Sheet Description Equipment& Major Tools Sheet No. 3 Acetylene Rigs Complete days @ Air Compressor days @ Backhoe Months @ Bobcat K4un1ha@ Barricades dayo@ Blower/Fan dayo@ BomogRo||or doyo@ Chain Fall doyo@ . Compactor 1 days@ 120.00 120.00 Core Drill Machine dayn@ Crane Doyo@ Crane(Boom Truck) days @ CraaerTmot»r days @ VVe|k Behind Street Saw mondn@ Uowatering Equipment waok@ Dozer wmeko@ Drum Roller doya@ 800.00 Dumpo1or por@ ' Excavator 2 dayo@ 1.000.00 3.200.00 ! Flat Bed Truck dayu@ . i Fusion Machine,Uato|ugger&Tech days�� _ Front End Loader days @ 1.200.00 Generator doyo@ Diesel Fuel GaUona@y Grooving Machine duyo@ _ HiKiDh|| dayy@ Lull YVoek»@D Laser duyo@O Pick-up Truck days @ Pipe Bending Machine duyo@ Pipe Machine week0g Plate Compactor days @ Portable Power Jack days 0g Power Hoist duyuKD Roust-A'Bouts dayn@ Rubber Tire Combination dayoKy Scaffolding dayo@ Scissor/Hi-Lift/Boom Lift months0� Screw Jacks dayo@y , Skid Steer duyo@ 800.00 Test Pump dayo@ Tapping Too[ daya@ . Transit/Level dpyn@ Trench Box'United Rental days @ Trenching Machine dayo@ Other'Mobilization/Demobilization dayo@ _ omor' uayu(g � EQUIPMENT&TOOLS TOTAL COSTS $3.320.00 i6C5 GENERAL CONDITIONS COST Sheet Description GC COST Sheet No. 4 DESCRIPTION UNIT COST TOTAL COST PROJECT MANAGER 20 hours @ 100.00 2,000.00 ASSISTANT PROJECT MANAGER hours @ 0.00 0.00 SUPERINTENDENT 20 hours @ 128.00 2,560.00 PROJECT ENGINEER 10 hours @ 36.00 360.00 hour @ 0.00 hour @ 0.00 0.00 Ardman &Associates, Inc. 0.00 Density Test, Nuclear Method(min.4) 4 each @ 23.10 92.40 Trip Charge 1 each @ 120.00 120.00 Standby Time hour @ 88.00 0.00 days @ 0.00 AngleRight Surveying 0.00 As-Builts-Field Crew 1 per @ 640.00 640.00 As-Builts-PSM 1 per @ 125.00 125.00 days @ 0.00, days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0,00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 0.00 0.00 GENERAL CONDITIONS COST $5,897.40 16C5 EQUIPMENT AND SUBCONTRACTORS VENDOR/MANUFACTURER EQUIPMENT PRICE TOTAL EQUIPMENT SUBCONTRACTOR SCOPE PRICE Earth-Tech Drill Rig and VR Refusals 32 @ B' 61,149.10 TOTAL SUBCONTRACTORS 61,149.10 • 0 2 < o y < D 73 >> gN m N •1 W 2 .0 m03 N 0 o ry 0 w m W m y 2.K2 0 "® ri� A' V 4 7 Z n co m m - O 7,m 7 • o 0 x Z ' ,,.•W3a1 w < 2 O gig A _ < O C �rj ram.+ 'J O O n 4. cn (p O N 7 as M Nt C O O N N S i m 0 N 500-9 N S ri O o�m 624 i K = m m!D 0. in C -i co ..1 O 5'=0 m o- co O -I r0 0_ tr) ti cn--ii--t--ii +� m �m8� w rn �, I. A r w'4yg �'a'O O ZLZLZ x �. N z z z ( nWi Z o- 0 "l 0 6 >0ta'' cr CIO do 0 v n m ��A N c ill omgg •�O O �4.c**Z O m oo❑ � := m to '5o=w f rN N 0 m g A oNm� ..nzm vs cn WOWQ w a. 0 R3mg W.Z� -Ti o - m o o 2' m s0 r' a O - mom v ,w v n Ti t N X i Aa N tn q O rX , O Z 8 0- om a ci ,. a— ym o inD .-.<Am � M M m .-to m p Z SI ' la< ��. �� N a o•al tnmw _ 0 d • O �0 �cm pOn 0 • m '0A) 2 - z 73 {7 @Z n 0 -t30 - C "Op -IT m • { , < 0y7� 70D p, Oo A L-,y ,� _0m � zpm• D ; • • Pm Nn.RCS � n � rm- mN ' n N csry�y �� val0 � " .0 .aa•,'tl a m ow-i X "0 ...-- A 0 O4a CO l Q P M mCI W C0 �3 o A a'vD`tl < i'. r o O , ma Nvcm- C mmo N - o ° mCANn z og H o z kNI n - �G�._ C •• ¢ k A3ea .c < } 7 O O N B �-a0�DJ " n -4m p rnw nOO �aNS J � n 30 1 N Ps) b - �C �Q o -n N C)t"lhC n a ° Ill in c m D -1Ca-*C tnO" mC -i z COt gacm n C v GW � � '� o 73 Z ?m A r D +1-a zy n r -C h ib- O m O z NW Nw .o� 0 O�- m - m -' C N m E D� 03 co b P, 38 • 3 Z L] v d ro (Im " U N 03 "' a a `� / _ • = a - 77 a p pp+ m o ID z z z O 0 3 o v m 0tntnn A ._) CClm p Q Q O ▪ o o "c O b -4 fll m m N O b �7 W rn z x D p N+ CO N 0 v 00 T O A '! in y o S N J N 0/ n m xi z o CD a ...am,. WvC) a - 03 •za `� co• co tn A A a A�� c n � 4-4 tJ n N at N wm �, m A moo N W , � IA",p D2 .s§NO A ox ) I. -0 c D 5c � N E •• w o�a rn O A 1 �� cc g�°w NI, C lj .n 2 7'O Q to Z wwti 1 f "^i .o t o UNi S. ..h. `t • 1 6C 5 TATE TRANSPORT CORPORATION I. '. 2830 W State Rd 84, Suite#102 1111124 12:04 Ft. Lauderdale, FL 33312 JAN 1. 0 2024 954 581-3545 Fax 954 581-6038 MATERIAL INVOICE DATE: 1/06/2024 INVOICE#: 24000154 TERMS: POOLE& KENT CONTRACTORS P.O. // 23604 1781 N.W. NORTH RIVER DRIVE REFERENCE#: P&K1042223FDLM MIAMI, FL 33125 danny 3053653909 Job : WATER PLANT From/To: BONITA GRANDE/10500 GOODLETTE FRANK RD N-NAPLES F Quantity Description Rate Amount I 2.00 LOAD FILL 240.00 480.00 Sub Total: 480.00 Sales Tax: 33.60 Material Only - NO HAULING I • Total: 513.60 PO NO JOB NO_ QTf INVOICE DUE UPON RECEIPT. CLASS CODf:�i3X3r PROJ MGn APPRP\IJ !` OFFICER 4PPF OV SAI_[S TA>; s,,1Y ACCOUNTS WITH A BALANCE OVER 30 DAYS WILL HAVE A 1.5%INTEREST ADDED MONTHLY PLUS COST OF COLLECTION. F•NECESSARY,INCLUDING IA:1nnlI ASONABLE ATTORNEY FEE. ANY DISCREPANCIES MUST BE PRESENTED WITHIN 14 DAYS FROM THE DATE OF INVOICE TO OUR MAIN OFFICE OR THE INVOICE WILL BE CONSIDERED VALID AND NON DISPUTABLE! E,3 16C5 TATE TRANSPORT CORPORATION Page 1 I • 2830 W State Rd 84, Suite#102 ° 01/11/24 12:04 �, Ft. Lauderdale, FL 33312 r`ter r+ 1'�: 954 581-3545 Fax 954 581-6038 HAULING INVOICE Date 1/06/2024 POOLE & KENT CONTRACTORS li Invoice# 24000087 1781 N.W. NORTH RIVER DRIVE fir, ! a Z024 Terms MIAMI, FL 33125 PO# 23604 Ref# P&K1042223FDL danny 3053653909 Sales Job WATER PLANT From/To BONITA GRANDE/10500 GOODLETTE FRANK RD N-NAPLES F Type of Work HAULING FILL PER LOAD DATE HAULER TICKET QUANTITY RATE TOLL/FS( TOTAL 12/18/23 1953 30672 1.00 LOAD 123.20 123.20 12/18/23 1953 30673 1.00 LOAD 123.20 123.20 DATE TOTAL 12/18/2023 2 2.00 246.40 • 2 2.00 SUB TOTAL 246,40 INVOICE DUE UPON RECEIPT. TOTAL 246.40 ACCOUNTS WITH A BALANCE OVER 30 DAYS WILL HAVE A 1.5%INTEREST ADDED MONTHLY PLUS COST OF COLLECTION,IF NECESSARY.INCLUDING A REASONABLE ATTORIIEY FEE. ANY DISCREPANCIES MUST BE PRESENTED WITHIN 14 DAYS FROM THE DATE OF INVOICE TO OUR MAIN OFFICE OR THE INVOICE WILL BE CONSIDERED VALID AND NON DISPUTABLE! PO NO _.. JOB N0_-.`�W60f CLASS 00()1= 1{" t PROJ MGR APPROV i1 I OFPICEIR u1JPROV SALES TA;: 1' ` i . 1 6C 5 • . • • . .. • • • . . . . • . . . • . . , . . •. • . • . • . • • • • , . . . • . • . .. . . , . . . . . . • . . .. . . • • • , . . . .. • • . . . . • .. •. . • . ... .. • • • . ... •• . . . . . . . . ... • • • • . .. . . , . . . . • . . . . . •••• • • • . .. . . . ...____...... ...__ . • ,•._,..„.. ci. c, — co -4 in oi 4:,, ta 4s 1 0 m Aill,4461, Fil co cm 0 7:•• 0 --, 4-., gi, ...,. -4 -I a) --I I— C) M m 03 ' XI :JI•I 1,1.4'I,1,.., 414.7 ...< .=1 •••-• 0 = ....4 cn \\................ ,4. fi? p-, .-•„. 0, c DI rn m 111 Iv co ....."-. Z 0 CM 0 = En r— -- r__„-- to = • w " — Co W g. 0- oz, , '0 0 :.... = 0 i zr. VI — --s m — RI , IN4 ' '— ra CD GO CO ra- C.X) ' l'' .-) ca., . -a• C) . a Tz:5 10 •-•-,,,..,,.... c--, 0 CY) ' . . . • • .— X P3 CO 03 ••4 a) tn ta 1.3 t,3 •3, ro c`fi 2 0 -,i p. —I ' M = A Ag 0 0 _ o4 •=r—ca 0 ,„ > m G. --s -q ,4 , ...i' m A) o 5J PO M Oa li 44: A "------0.---'-5:-) M ,a):" W C, ?•• VA ' Rib = 0 V 0 o I!' —I ---1 •z m m 2:, rx to co - V; 0 _ . cn Co Z) • (J., S 11, -cc: ---1 -0 0 . . .2 a ,. PI .._,.. --t m ___ N3'- 41 (n -ri El CI- 1-- n 0 1 , . 0) 1 . . a. ...4 c,.. bQs a " 6) r-_:), C5.) . ._____ . = Tc. N <-- C31 •....F. •,-......., . --I ts-) ••••..../ , . . , . A . -. ' . . , t 16C 5 Internal Use Only DM .::: JJH pM I NGLERIGHT.NET December 12, 2023 CHANGE ORDER No.2 Mitch MacClugage Poole & Kent Company of Florida 1781 N.W. North River Drive Miami, FL 33125 (305f 325-1930 MitchM@pkflorida,com 23604—North County WRF Pretreatment Facility—Request for Additional Field Layout for Vibro-replacement Stone Column Nos. 50,57,82, 89, 101, 155, 162 The additional work as outlined below has been requested for the above noted project. Please issue a formal CO and/or sign this request as acceptance for billing. Additional Scope: Item# Description of Work Dollar Value 1 Computation&Modeling Calculations $ 125.00 OFFICE 2 Field Layout for Additional Vibro-replacement Stone Columns $ 640.00 FIELD CHANGE ORDER TOTAL $ 765.00 All fees associated with this Change Order total$765.00. The fees will be billed to you under ARS Job No. 23-0767. Any service requested by the client that is not listed in the above scope of services will be billed hourly using AngleRight Surveying, LLC.'s Standard Rates listed below. 5F • Field Crew $160.00/hour • PSM $125.00/hour • Modeling and Computation $125.00/hour Please sign and return the document as authorization to proceed. Please issue any necessary contract documents for billing. Do not hesitate to contact us with any questions. Sincerely, Dustin D Martin, PSM Owner Approved: Date: HQ-Pampa Office:440 Roberts Road Suite 1,Oldsmar,FL 34677 1 Fort Myers Office:5011 Lockett Rd.Fort Myers,FL 33905 llrp Ardaman Geotechnical, Environmental and -- -l�l��:, &Associates,Inc. Materials Consultants I(�� ) OFFICES. ORLANDO-TALLAHASSEE-SARASOTA-COCOA-DARTOW-FT MYERS- -`)/`��-(� Ir1 -�(�� I - FT.LAUDERDALE-MIAMI-TAMPA-PORT CHARLOTTE•PORT ST.LUCIE-WEST PALM BEACH 9970 BAVARIA ROAD POO LE t) 1{L-N f_1A, FORT MYERS,FLORIDA 33913 _-.- PHONE 239-760-6600 DATE: December 26,2023 Poole& !Cent Company of Florida(Client No.84818) Attention: Mitch MacClugage INVOICE: FM 11593 1781 NW North River Drive FILE NO.: 113-23-32-4058 Miami,FL 33125 SERVICE: GTS OFFICE: FORT MYERS For Services Related to"Technical Support,Field and/or Laboratory Testing Work Through: December 29.2023 Services Performed at: NCWRF Pretreatment Facility 10500 Goodlette-Frank Rd Quantity Unit Item Unit Rate Amount 1 Trip Trip Charge(sites located within 45 minutes away from our office,except the islands)(2023) $120.00 $120.00 Service performed on 12/18/2023 4 Test In-situ Density Tests,Nuclear Method(minimum of four per trip)(2023) $23.10 $92.40 Report 13 1 Each Standard or Modified Moisture Density Relation(Proctor)(2023) $148.50 $148.50 1 Each Sieve Analysis(ASTM D-421,D-422)(2023) $67.10 $67.10 Sample No.7 1 Each Moisture Content(ASTM D-2216)(2023) $20.90 $20.90 2 Hour or Soils Senior Technician(Sampling,Observing Demucking/Clearing&Grubbing Ops,or Stand-By) fraction (2023) $88.00 $176.00 2 Hour Senior Laboratory Technician(2023) $88.00 $176.00 TOTAL AMOUNT DUE $800,90 Please include invoice number on your check. Thank you. it c2 .) 1 r-• C Send checks to: ARDAMAN&ASSOCIATES,INC `�"XV1�k.�� T�t�) `�1�Y� PO BOX 911668 DENVER CO 80291-1668 I'AYMFNP TERMS NET 30 DAYS FROM INVOICE DATE:INVOICES WILL BE SENT EVERY FOUR WEEKS FOR CONTINUED PROJECTS. CIIARGES AT 1.5%PER MONTH Wll.l.1311 LEVIED ON INVOICES NOT PAID WIT IIN 3fI DAYS FROM INVOICE DATE. POW W ,I t(,'i 131 690 l itn 6v‘ 1 Il.l':i(il I., i ilt:,l I.IN 16C 5 EARTH = TECH March 21,2024 Number of Pages:1 a ITIenARD company March 21,2024 To: Poole& Kent Company of Florida 1781 N.W. North River Dive Miami, FL 33125 Attn: Mitch MacClugage Re: North County Water Reclamation Facility(NCWRF) Pretreatment Facility Naples, FL Work Directive t#03—Remedial Vibro Replacement Measures Dear Mitch: As you are aware, a redesign of the foundation was required near the start of the project due to a utility conflict. As a result of the changes, Earth Tech had to revise our design resulting in the addition of 252 lineal feet of Vibro Replacement(VR) probes. Additionally, during the installation of the VR,we encountered an unforeseen condition in where 32 VR locations refused at depths of 8 to 10 feet, far short of the design depth. After explorations, it was determined that predrilling would be required to facilitate penetration of the vibrator.A predrill was mobilized to the site to drill through the obstruction at these partially installed locations and subsequently,the VR were completed to the design depths. Earth Tech incurred additional cost of $61,149.10 associated with the redesign and unforeseen conditions. We formally request that a change order for this amount be added to our original contract. Please feel free to contact us to discuss any questions you may have. Sincerely, EARTH TECH, LLC i ark E. Plaskett, P.E Area Manager IAMPA OFFlCI Fa:Lh)erh ME),l.l.f: 3610 Notth Gale Roi.ilevard,SLe.210 Tampa,Ft.33624 (F.L 3)909-3000 www.earthtech.com I6C5 PUBLIC UTILITIES WORK DIRECTIVE CHANGE # 5 PROJECT NAME: NCWRF Pretreatment Construction DATE OF ISSUANCE: 01/04/2024 EFFECTIVE DATE: 01/04/2024 OWNER: The Board of County Commissioners of Collier County, Florida PROJECT#: 70149.1 Work Directive Title: PVC to Ductile Iron Transition Beneath Slab • CONTRACTOR: Poole &Kent Company ENGINEER: AECOM Technical Services, Inc. You are directed to proceed promptly with the following change(s): • Description: Revise the transitions of drainage piping from PVC to Ductile Iron (DI)pipe to be located beneath the floor slab. Transitions shall be made with `Fernco' coupling located below the slab on each Drain pipe. The ductile iron pipe shall be provided with a waterstop where it penetrates the concrete slab similar to the Type I Wall Penetration detail shown on Drawing 99 D-501. Refer to attachments: RFIs 24, 30 and 34 Purpose of Work Directive Change: Prevent damage to drain piping by providing ductile iron wall pipes passing through the concrete floor slab with the transition from exposed drain piping to buried PVC drain piping below the slab. if a claim is made that the above change(s)have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Other: T&M Proposal ® Other No additional Time Estimated(increase)/(decrease) in Contract Price Estimated change in Contract Time: THD Increase or decrease by o calendar days. • RECOMMENDED: AUTHORIZED: By: By: /Q�4 Engineer Owner's Representative Ronald Cavalieri, PE,BCEE Wayne Karlovich, PE 16C 5 -=- Poole & Kent Contractors CONTRACTOR REQUEST An RIGOR Company FOR / c �}�q/� 'SAFELY BUILDAQUALITYPROJECTON7IMEANDUNDERBUDGET' rO/� /N(�O/'t(y/AT/ON REQUEST NO.: 024 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO: 23604 CONTRACTOR: Poole & Kent of Florida(P&I() Clarification Requested By: Poole &Kent Attachment: Regarding: Plan Sheet 10 11305,Section 2 Spec. Section: Possible Cost Change: Yes No High Priority X Response Needed By: 11/30/2023 Possible Time Impact: Yes No Low Priority z 0 f� SDR 26 PVC to Ductile Iron Pipe transition under Headworks slab Drawing 10 D-305, Section 2,shows transition from SDR 26 PVC to DIP under Headworks slab and to be encased in concrete.After discussions with Pipe Supplier(McDade Waterworks)we offer 2 solutions, 1. Use a MJ Sleeve with Megalug on ductile side. The SDR26 sewer pipe side will utilize a standard M1 Gland with SDR35 Transition gasket accessories. Do not use a Megalug on the PVC side. SDR26 is not designed to be used with a Megalug as this is gravity pipe. Wrong OD. 2. Fernco Coupling (DI X PVC) , , r-f-ti i - riv, k GS et li Of A �,_• A i; 1I Ti_____ _04_ __ ..._ _ _-____1•---------_,-_ lia_ �'-:Mt I�a;HI..n L r:, :4 Y4.1. Please advise how the Contractor shall proceed with the referenced transition. Mitch MacClugage Prepared by 11/21/2023 Date I6C5 Design Engineer Owner For this RFI, the use of Fernco couplings is acceptable for the DI/PVC transition. Justin Boudreau AECOM Technical Services, Inc. 11/27/23 Date NCWRF Pretreatment Facility-Contract No.20-7722-N 4 16C5 Poole & Kent Contractors 01/04/2024 CONTRACTOR REQUEST An EMGQF?Company 'SAFELY BUILD A QUALITY PROJECT ON TIME AND UNDER BUDGET' FOR INFORMATION RFI 30 REVISED REQtIEST NO.: 030 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO: 23604 CONTRACTOR: Poole&Kent of Florida(P&K) Clarification Requested By: Poole &Kent Attachment: Drawing 10 D-305 Regarding: Plan Sheet 10 D-305, Section 1 & Spec. Section: &10 D-307 10 D-307 Section 3 Possible Cost Change: Yes No High Priority Response Needed By: 12/19/2023 Possible Time Impact: Yes No Low Priority re, Tr? r 26 PVC to Ductile Iron Pipe Transition Under Headworks Slab In addition to RFI-024 Response, Poole & Kent would like to confirm if the use of Fernco couplings is acceptable for the DI/PVC transition in the attached sections on drawings 10 D-305, Section 1 for the 6" drain and 10 D-307 Section 3 for the 10" and 4" drain. Mitch MacClugage Prepared by 12/12/2023 Date El Engineer's Response Design Engineer Owner Revised Response RFI 030 - 01/04/24 For the drain piping that transitions from DI to PVC beneath the slab, a Fernco coupling shall be located below the slab. Refer to sketches below. A waterstop shall be included where DI piping penetrates the slab in accordance with detail 99 D-501. Submit shop drawings for Fernco couplings and waterstops for review. Kurt Ahlgrim, P.E. AECOM Technical Services 01/04/24 NCWRF Pretreatment Facility-Contract No.20-7722-NS 16C 5 IN \ / 1.._ 1 I 7 N.,w owl N+ I I �� rn� I :�,,• {N�� II • N r, M o p� I I I 1 A Z_ y I ca OingA rna I I R <n wrl r O zT N xi O 0 C I Vv 11 g� 1 ; Aa rri I 0 T o 1 ii, I rn N I li 1 1 _L .',,. - a. -- nI Ill 0 el z 4 (� III Q ( ( I k. > .°� q I O I A O O g 1 k) N C —T ALL_ m Lk m L L `� I I c-i - I 4 oa -0c 3 I D� I F------- 1 ts-ii _-„, rg D� I z m I N \~ m \//\ r \ o 0 16C5 oA I C J • •.4 R cn IA -" F n A —I n O n O Tn lim . .. O m rn �rn :] �L►� m 7 N C ,7 (p3 r • • oA K0 , ' -r, �'i� / • / / / / o a I c -0c , co mo 1 — — — 0 0 1 J r! 0 m m VyYLJ V I_ L j / 2 m 1----41)--- , N m /// a r O N it?, G0 0 to ( Fri7 ci) g 16C 5 �,r` m r 0 P �, m Cin m o 7 .:• r. p; O m 'p m0 r zo N o m m MIN.HOOK HEIGHT i i> .,.. .›- _ ) --Jr° i . Ilir n r L u) u, = RI 0 :::::.. 11 7.II 7..._, 11:. ,.. `� Z7 o . 0-;, ' < -. n 8i mn 0 A xi ,r+ vl ra rn N �� I y 7< ,m- --_ A N coi W :.. — 0 J S II) 41-.‘ H ,_, ?,. ...‘ -' t t O _L' / ,'l'1.�.I 1 I fi tJ III m R I _. 411(1.W—.:.•; r .2,.., I ii Q a< 6 -it 8 m t f.- --- J w 0 I —\ i •L-.• IT m Go ^ \ _ la I Z O A A P N Nr O 7 N O O 0 0 16C 5 Poole & Kent Contractors An F_MCOR company CONTRACTOR REQUEST 'SAFELY BUILD A DUALITY PROJECT ON TIME AND UNDER BUDGET FOR INFORMATION REQUEST NO.: 034 PROJECT: COLLIER COUNTY NCWRF PRETREATMENT FACILITY PROJECT NO:2 6Q4 CONTRACTOR: Poole & Kent of Florida(P&K) Clarification Requested By: Poole &Kent Attachment: DWG 00 D- 003&10 D-307&RFI-030 Regarding: Plan Sheet 00 D-003& 10 D-307 Spec. Section: N/A Possible Cost Change: Yes x No High Priority X Response Needed By: 1/04/2024 Possible Time Impact: Yes No Low Priority .;' r' , PVC-DIP Transition Through Slab Pipe Schedule on 00 D-003, Drain Piping buried shall be SDR 26 PVC. Drawing 10 D-307/Section 3 illustrates Drain piping though the slab being PVC and does not clarify transitioning to DIP though the slab. Please provide work directive to proceed with transitioning from PVC to DIP through the slab, per RFI-030 response. Mitch MacClugage Prepared by 12/28/2023 Date ' f.;! If Z Design Engineer Owner SEE ENGINEER'S RESPONSE NEXT PAGE AND ATTACHED DRAWINGS Reviewed By Date NCWRF Pretreatment Facility-Contract No.20-7722-NS 16C 5 RFI 034 Response For the drain piping that transitions from DI to PVC beneath the slab,a Fernco coupling shall be located below the slab. Refer to sketches below. A waterstop shall be included where DI piping penetrates the slab in accordance with detail 99 D-501. AECOM Technical Services, Inc. 01/04/2024 16C 5 . IN (� I _ x A � I , I I N R rn 1 '2"'2.3 O !_,__ II 4-1 U! r-i . t. 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LT— ---‘)— —• vx I i I m0 NJ CI • o -...:2) 11 a i _ c i. 3 1\, rR A p N N th'z 0 0 0 0 6CS Poole & Kent Contractors An EMCOR Company March 26, 2023 Collier County Public Utilities Dept. 3339 Tamiami Trail East Naples, FL 34109 Attn: Wayne Karlovich Re: NCWRF Pretreatment Facility Collier County Contract 20-7722-NS, Poole & Kent Job No. 23604 PK PCO —005 -Work Directive#05—PVC to Ductile Iron Transition Beneath Slab • Mr. Karlovich, Poole & Kent (PK) Company of Florida has received Work Directive #05 PVC to Ductile Iron • Transition Beneath Slab, dated January 4, 2024, Please issue written approval of this lump sum cost in the amount of $5,643.07, in order to proceed with this work. Clarifications: 1. This price only includes the cost for the changed work as defined in our proposal. Any additional work required for this change will be quoted as it becomes known. 2. This change cannot be tracked via Time &Material and shall remain as lump sum. • 3. Poole&Kent shall not be held responsible for LDs for this change. Should you have any questions, please do not hesitate to call. Very Truly Yours, Poole & Kent Company of Florida Mitch MacClugage Project Manager 16C 5 ^- Poole&Kent Company of Florida Poole&Kent 1781 N.W.North Rivar Drive Miami,FL 33125 Contractors P.O.Box 420556 An EMCOR Company Miami,FL 33242 Phone:305.325.1930 Project Name: NCWRF Pretreatment Facility Owner: Collier County Public Utilities Department Engineer: AECOM Owner: Wayne Karlovich PK Job No. 23604 Contractor: Poole&Kent Company of Florida wott 5 Cost Proposal No. 5 Rev: 0 March 26,2024 Sheet No Sheet Identification Labor Material Process Equip 1 Work Directive#05-PVC to Ductile Iron Transition Beneath Slab - 4,657.99 - Material Cost,Labor Hours and Equipment Cost TOTALS' - 0.00 4,657.99 - Labor Totals Category Hours Rate Cost SUMMARY a. Process Equipment&Material Cost 4,657.99 Operator 0 - b. Freight Included Operator(OT) c. Sales Tax 6.0% 279.48 Operator(DT) d. Collier County Surtax - Journeyman 0 67.00 - e. Subtotal Material 4,937.47 Journeyman(OT) 100.50 f. Mark Up 10.0% 465.80 Journeyman(DT) g. Total Process Equipment&Material 5,403.27 Foreman 0 101.00 - Foreman(OT) 151.50 h. Base Labor Cost - Foreman(DT) i. Mark Up 10.0% - General Foreman 0 115.00 - J. Total Labor Cost - General Foreman(OT) 172.50 General Foreman(DT) k Subcontracts - Laborer 0 - I Mark Up 5.0% - Laborer OT m Total Subcontract - Laborer DT n Construction Equipment&Tools - o Equipment Mark Up 10.0% - P Total Construction Equipment&Tools - q General Conditions 218.00 r GC Mark UP 10.0% 21.80 Labor SubTotal - u. Total GC 239.80 Total Proposed Change Order Amount $ 5,643.07 16C5 Material and Labor Cost Estimate Sheet Sheet Description Material and Labor Sheet No. 1 Material($) Labor(hrs) Process Equipment($) Qty Description Unit Total Unit Total Unit Total 2 10"PE x WC x PE 1,420.08 2,840.16 - 1 6"PE x WC x PE 1,028.24 1,028.24 - 1 4"PE x WC x PE 789.59 789.59 - Material,Labor,Equipment/Tools Subtotals 4,657.99 - Consumables of malarial - ;_. ... Clean Up of labor l :. :.. .. .... Safely of labor .. _ Small Tools of labor I. - - Totals 4,657.99 - 16C 5 EQUIPMENT AND MAJOR TOOLS Sheet Description Equipment&Major Tools Sheet No. 3 EQUIPMENT/TOOLS UNIT COST TOTAL COST Acetylene Rigs Complete days @ Air Compressor days @ Backhoe Months @ Bobcat Months @ Barricades days @ Blower/Fan days @ Bomag Roller days @ Chain Fall days @ Compactor days @ Core Drill Machine days @ Crane Days @ Crane(Boom Truck) days @ Crawler Tractor days @ Walk Behind Street Saw month @ Dewatering Equipment days @ Dozer weeks @ Drum Roller days @ Dumpster per @ Mini Excavator w/Delivery/Pickup days @ Flat Bed Truck days @ Fusion Machine, Datalogger&Tech days @ Front End Loader days @ Generator days @ Diesel Fuel gallons @ Grooving Machine days @ Hilti Drill days @ Lull day @ Laser days @ Pick-up Truck days @ Pipe Bending Machine days @ Pipe Machine week @ Plate Compactor days @ Portable Power Jack days @ Power Hoist days @ Roust-A-Bouts days @ Rubber Tire Combination days @ Scaffolding days @ Scissor/Hi-Lift/Boom Lift months @ Screw Jacks days @ Skid Steer days @ Test Pump days @ Tapping Tool days @ Transit/Level days @ Trench Box-United Rental days @ Trenching Machine days @ Other-Mobilization/Demobilization days @ Other- days @ EQUIPMENT&TOOLS TOTAL COSTS 16C 5 GENERAL CONDITIONS COST Sheet Description GC COST Sheet No. 4 DESCRIPTION UNIT COST TOTAL COST PROJECT MANAGER 2 hours @ 100.00 200.00 ASSISTANT PROJECT MANAGER hours @ 0.00 0.00 SUPERINTENDENT 0 hours @ 128.00 0.00 PROJECT ENGINEER 0,5 hours @ 36.00 18.00 hour @ 0.00 hour @ 0.00 0.00 Ardman &Associates, Inc. 0.00 Density Test,Nuclear Method (min. 4) 0 each @ 23.10 0.00 Trip Charge 0 each @ 120.00 0.00 Standby Time hour @ 88.00 0.00 days @ 0.00 AngleRight Surveying 0.00 As-Builts-Field Crew 0 per @ 640.00 0.00 As-Builts-PSM 0 per @ 125.00 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 days @ 0.00 days @ 0.00 week @ 0.00 0.00 0.00 GENERAL CONDITIONS COST $218.00 i6C 5 EQUIPMENT AND SUBCONTRACTORS VENDOR/MANUFACTURER EQUIPMENT PRICE TOTAL EQUIPMENT SUBCONTRACTOR SCOPE PRICE TOTAL SUBCONTRACTORS 0.00 ILmcDade INVOICE i-. ,ice rwor1i,, hr. .. Invoice t rll Baer: 116321 Ir1JICG [1:rc-. Jar; 'U,.Lr;i.4 IV,:'10 AC E IIIAT EA.,rhi0:RIcLI NC:. • I 'ii '.' i:;,a i PC F►;1:'t '1617,30 'e'•aiGe AH•31 -io-li+i ...... i1t.__It'i,_43'1.1 'A-.:k 1, + Fax: lA1.3,1_7 7 _.I[tf 1 i , '' IJ JC:L1.. 'i,)t{1„i '�')',1T CC 1 i-I 'yILI .,}l..Ff1!c.:0M1*'M,P.I PO LC!x.el l!Li1 S's 1`t ri.+_r r TM i:ia:&,1%Tr p F:F ri PAIL I•L d '41'2 Q1GU 1UtAIJ tiJIs,.1LI:.L.` L 14.4tn1+, PC t4APLLa I-L 21'C.' Jc34 2.10504 ivaiumeria 1 Cu i*cmc�rP4 __.____._. �ryilliirsi T+rr,r, P'41:: -',",,_:),;(14-'ra-434)r•;,%:4:,i. (;,,I :i''+:.•+r.-fF i $1111t1+-1u 1'41 c..1 411111 firalH 1:1;in flaw 3-P.T.ki 0,111 I FhI Chi STOMP' PE S FL FF,- 14'I `:it r'!I! 'r4 C,'4.0Flitily Rem cialicrilior BEcliggidok COY _..LIN POW _ .. ,iti;s 'I,e 2 CC IC'X 136-C+�'' NL.X PL I_'�N,141,IL. Ft;:•. VW 'I 7, i_+..2 +F.liit. 'A'" I_COLL.'Vi al 0r-06' 1 r.4.; ':e' of-cci PE .X PE C$r..4i,'L. r'r:.'AV 1.(l'a '.d i,>'074 WALL COLLAR Sp DI'-CIS' . WALL CC1.L0i4, $fQ LIZ-CV I Q.' i.kl`? 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Job Name 05520 Full Freight Allowed `�/ JOBSITE 06520 Lino fl Part it Ordered Picked Unavailable 1 WW03"10PP--5.401 2.00 10"X 5'0"PX WC XP DI SPOOL P401 Weight: 420.0000 f� NOTE: W/WC 2'6"F/PE 2 WW03-00PP-6-401 too G"X G'0"PX WC XP DI SPOOL P4o1 1- " . ,• '. Weight: 132.0000 NOTE: W/WC 2'0'Fl PE 3 WW03.14PP-5•101 2.00 ) 10"X 5'0"PXWC XP DI SPOOL P401 Weight: 420.0000 NOTE: W/WC2.6"F/PE 4 WW03-04PP-S•401 1.00 4"X 5'0"PX WC XP DI SPOOL P401 Weight: 78.0000 NOTE: W/WC 2.6'F/PE ALL P-401 LINED,TN N140-1211 COATED 5 W4'UO2-WA11-10 4.00 10"WALL RING Weight: 32.0000 NOTE: TO BE USED ON SPOOLS ABOVE 0 WW02-WR-00 1.00 ' _— G"WALL RING Weight: 5.0000 NOTE: TO BE USED ON ABOVE 7 WW02-WR.04 1.00 4"WALL RING Weight: 4.0000 Order Created By: Kristin Burton Continued_ Total Weigh Ile 1,091.000000 J praClcod by(Initlalj: Dated: Added Froipht:S 0.00 Received By: �- Date Received: 1-12-.?' G1U