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Backup Documents 01/14/2025 Item #16C 3b ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 C 3 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 'G 4-2AS" 4. BCC Office Board of County CommissionersS� �/ 7/ f 5. Minutes and Records Clerk of Court's Office //ops- PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is eeded in the event one of the addressees above may need to contact staff for additional or missing information. Name of Primary Staff Diana Dueri/PUD-EPMD Phone Number 239-252-4218 Contact/Department Agenda Date Item was 1/14/2025 Agenda Item Number 16.C.3 !,- Approved by the BCC Type of Document(s) Change Order Number of Original 1 Attached 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) 1. Does the document require the chairman's original signature(instead of stamp)? DD 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 DD 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 DD 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 document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's DD signature and initials are required. 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 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 1/14/2025 and all changes made during DD N/A is not the meeting have been incorporated in the attached document. The County Attorney an option for Office has reviewed the changes,if applicable. this line. 9. Initials of attorney verifying that the attached document is the version approved by the DD 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;2.24.05;11/30/12;4/22/16;9/10/21 1 6 C3 CO Y COunt Procurement Services y Change Order Form (E1 Contract Modification ❑Work Order Modification 70257.4& 60234.5.1 Contract#: 22-7992R Change#: 3 Purchase Order#: 4500223134 Project#: Contractor/Firm Name: Haskins, Inc. Contract/Project: Palm River Areas 1&2 Public Utilities Renewal Project Manager Name: Diana Dueri, PMP Division Name: EPMD Original Contract/Work Order Amount $ 15,579,339.85 01/10/23;11A Original BCC Approval Date; Agenda Item#' Current BCC Approved Amount $ 15,579,339.85 2/27/24;16.C.2 Last BCC Approval Date; Agenda Item# Current Contract/Work Order Amount $ 15,579;339.85 12/16/2024 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ (18,862.43) -0.12% •:Total Change from Original Amount Revised Contract/Work Order Total $ 15,560,477.42 -0.12% Change from Current BCC Approved Amount Cumulative Changes $ (18,862.43) -0.12% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 3/13/2023 Original 6/5/2024 Last Approved 12/23/2024 Revised Date 1/08/2025 Date Completion Date Date Includes this change) #of Days Added 16 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 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 change order is for the addition of 16 days for Rain Delay, Unforeseen Conditions, WD#12, WD#13,and WD#14; and the use of$27,415.66 of project allowances as detailed below: Time Extensions Due to Rain 1. This change requests a contract time extension of eleven (1 1)days: one(1)full day due to Hurricane Helene on September 26,2024; and ten(10)full days due to Hurricane Milton in October 2024. 2. This change was not included in the original contract as it was unknown that heavy rain would impact the area. 3. If the time extension is not processed, the Contractor will not be able to complete the project on schedule and would be liable for liquidated damages for no fault of their own. Time Extensions Due to Unforeseen Conditions I. This cnn day ncoun u 2. This changehange wasrequests not includedacotract intime the originalexte contractsionofone as(1)this pipedue wastoe nteri not shown g onan anynknown record drawings related to the project and unknown to the County, 3. If the time extension is not processed, the Contractor will not be able to complete the project on schedule and would be liable for liquidated damages for no fault of their own. Work Directive#12: Private Property Bubble Up Structures 1. This change requests that the Contractor installs the drainage basin bubble-up structures at 454, 448 and 430/436 Palm River Blvd to accommodate the existing private property back/side-yard and/or roof drainage pipes that extended into the ROW. 2. This change was not included in the original contract as the length of the back/side yard and/or roof drainage pipes were unknown. 3. If the change is not processed,the contractor will not be able to fulfill Collier County's standards on roof drainage in the ROW. Work Directive#12 will use $5,778.74 from the project Stormwater Allowance and will increase the number of days in the contract by 1 day. Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet) PROCUREMENT USE ONLY Admin BCC ES 16 C3 Work Directive #13: private Property Bubble Up Structures 1. This change requests that the Contractor installs the drainage basin bubble-up structures at 618 Cypress Way East to accommodate the existing private property back/side-yard/and/or roof-drainage pipes that extended into the ROW. 2. The change was not included in the original contract as the length of the back/side yard and/or roof drainage pipes were unknown. 3. If the change is not processed, the contractor will not be able to fulfill the County's standards on roof drainage in the ROW. Work Directive#13 will use$2,100.92 from the project Stormwater Allowance and will increase the number of days in the contract by I day. Work Directive#14: Remove Drainage Pipe Containing Asbestos 1. This change requests that the Contractor remove the unidentified and unmarked perforated drainage pipe that was found to contain asbestos per WD#14. Since WD#14 was issued,444 feet of perforated drainage pipe containing asbestos has been removed which will be billed at the unit price($44.00/foot)for bid item 2.12"Removal and Disposal of Asbestos Cement Concrete Water Main". 2. The change was not included in the original contract as the asbestos pipe was not shown on any record ( drawings related to the project and unknown to the County. 3. If the change is not processed,the contractor will not be able to fulfill the County's Asbestos Removal Plan. Work Directive #14 will use $19,536 from Stormwater Allowance and unused bid item 4.15 ($14,398.43 from the project Stormwater Allowance and $5,137.57 from a quantity adjustment (unused bid item 4.15)) and will increase the number of days in the contract by 2 days. Stormwater Allowance $150,000.00 Previous Draws from Allowance (COs 1 & 2) $127,721.91 Stormwater Allowance Balance $22,278.09 CO No. 3 ($27,415.66) Balance to be covered by quantity adjustment ($5,137.57) SOV Deduct line-item 4.15 $24,000.00 Total Deduct $18,862.43 Admin l^ BCC ES 16C3 Areas 1 & 2 Allowance Summary Beginning General Allowance $280,000.00 • Remaining General Allowance $280,000.00 Beginning Water Allowance $200,000.00 Remaining Water Allowance $200,000.00 Beginning Wastewater Allowance $400,000.00 Remaining Wastewater Allowance $400,000.00 Beginning Stormwater Allowance $150,000.00 CO#1 $(880.00) CO#2 $(126,841,91) Allowance Draw WD #12 $(5,778.74) Allowance Draw WD #13 $(2,100.92) Allowance Draw WD # 14 $(14,398.43) Remaining Stormwater Allowance $0.00 Summary of Work Directives: WD#1, 5, & 7 were included on Change Order #1. WDs #6, 9, 10, & 15 were included in CO #2. WDs #12, 13, 14 are included in CO #3. WDs #2, 3, 4, 8, & 11 do not include any changes to the Contract time or amount($). • I'• Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman © BCC ES 1 6 C3 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount Days added for rain day, encountering rock,damaging This CO adds an unlocated water services, and additional 148.5 Days construction of redesigned gravity 1 1 and authorizes the use N/A N/A 153 633 sewer in Area 1;and allowance of the contract utilized for repairing damaged allowance. /' / unlocated water services and testing unmarked drainage pipe for asbestos. /days added for rain days and WD This CO adds an .� / #15 and allowance for removing additional 5.5 Days and drainage pipe containing asbestos, 2 1 authorizes the use of N/A N/A 7 640 installing private property bubble up the contract allowance. structures and 12-inch private __ T property yard drain. Days added for weather related This CO adds an additional 16 days and delays,unforeseen conditions and 3 1 the use of contract N/A N/A 16 656 WDs 12, 13, 14 for private property bubble up structures and removing allowance. / / drainage pipe containing.asbestos, Revised:01/14/2021 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Arlin RPI BCC ES 1 6 C3 • • • as • 11/7/2024 Prepared by: Date: Diana C.Dueri, PMP-Project Manager III, EPMD KLA 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 I Design Professional arising out of or related to the change set forth herein,including claims for impact and delay costs. CgM1°ry uava Hli.wuret Ryan MacPhee°. N=°" Accepted by: °""°"""a'"' '"` Date: 11/14/2024 Ryan MacPhee—Haskins, Inc. .Justin A. Digitally signed by Justin A. Frederiksen,P.E. Frederiksen, P.E.05 ozn.I1.1414:aDs6 11/14/24 Accepted by: Date: Justin Frederiksen,P.E.—Q. Grady Minor and Associates,LLC TryfusJacdb'- Approved by: 1 Date: Jacob Tryfus Project Manager I, Capital Project Planning&Program Management-TMS HaydenPeter °awW Approved by: Date: Peter Hyden, Project Manager Supervisor,Capital Project Planning&Program Management-TMS f;E Anthony Khawaja gitally signed by Anthony Khawaja P.E..E. pat e2021.11.15090:7:1405'0'0 Approved by: Date: Jay Ahmad, Division Director-TMS lyra sra.,.eo-,.rrM M M. noutl..P Bull ert8en ar n 4arana. R"4..77wr"qi«l1 r CfrmeR.°C.rel Approved by: ,R111.,,,fLr:,,alW Date: Ben Bullert, P.E., Principal Project Manager,EPMD r `D'gltaly s,gnel W McLeanMelthew DN ;Matthew,McLeaneco1°ercounlyn.gov,CN=McleanMatthew. McLean 1\/1 tT a\A Qeneral,OU PPM User Ac<ounls OU=PUD Plann+np antl Project • 4 L 1 V' ` �J V.Y Manygemenl,Otl=PUD,OU=Orvls1°ns,DC-bcc,DC=col6ergov,DC=net Approved by: , Data 2024.11.1814.5]56.05'00' Date: Matt McLean, P.E., Director EPMD Digitally signed by ZimmermanBecca ZimmermanBecca Approved by: Date:2024.11.19 13:12:10-05'00' Date: (Procurement Professional) • Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admln Pt BCC ES 1 6 C3 ATTEST: BOARD OF COUNTY COMMISSIONERS Crystal K.Kin r C urts COLLIER COUNTY,FLORIDA &Compt011'e ------- -- — ----fi�nn Burt L. Saunders, Chairman Dated:, AL� Attest as to Chairman's 414• m , i signature only App ved as t rm d gality: By: Scott R.Teac Deputy County Attorney A-1 1 6 C3 Rain Delays Backup Martha Hartsfield From: Diana Dueri <Diana.Dueri@colliercountyfl.gov> Sent: Thursday, September 26, 2024 10:20 AM To: rmacphee@haskinsinc.net Cc: Justin Frederiksen;scott.sikorski@stantec.com; gcollier@haskinsinc.net; belwell@haskinsinc.net; Perez-Rivera, Miguel Subject: RE: Palm River Saturday work Hi Ryan, The rain day is granted. Also, you can work on Saturday. Thank you, Diana Dueri PMP Project Manager Ill Public Utilities Engineering & Project Management Office:239-252-4218 Collier Counti Mobile:239-601-1290 f O X ICI 3' I . Diana.Dueri(a colliercountyfl.gov From: Ryan MacPhee<rmacphee@haskinsinc.net> Sent:Thursday,September 26, 2024 10:03 AM To: Diana Dueri <Diana.Dueri@colliercountyfl.gov>;Justin Frederiksen<JFrederiksen@gradyminor.com>; 'scott.sikorski@stantec.com'<scott.sikorski@stantec.com>; Greg Collier<gcollier@haskinsinc.net>; Ben Elwell <belwell@haskinsinc.net> Subject: Palm River Saturday work EXTERNAL EMAIL:This email is from an external source.Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good morning, Haskins would like to request a rain day for today.We would also like to work this Saturday Please confirm we can work Saturday. Thank you, Ryan MacPhee Sent from my Verizon,Samsung Galaxy smartphone Get Outlook for Android Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 1 1 6 C3 Rain Delays Backup Justin Frederilcsen From: Diana Dueri <Diana.Dueri@colliercountyfl.gov> Sent: Friday, November 15, 2024 9:46 AM To: rmacphee@haskinsinc.net Cc: Justin Frederiksen; scott.sikorski@stantec.com; Eddwie Perez; gcollier@haskinsinc.net; belwell@haskinsinc.net • Subject: RE: Palm River saturday work Aproved. Diana Dueri PMP Project Manager III Public Utilities Engineering & Project Management Office:239-252-4218 Collier Count Mobile:239-601-1290 Diana.Dueri a@,colliercountvfl.gov iI From: Ryan MacPhee<rmacphee@haskinslnc.net> Sent: Monday,October 14, 2024 9:13 AM To: Diana Dueri<Diana.Dueri@colliercountyfl.gov> Cc:Justin Frederiksen<JFrederiksen@gradyminor.com>;`scott.sikorski@stantec.com' <scott.sikorski@stantec.com>; Eddwie Perez<EPerez@gradyminor.com>; Greg Collier<gcollier@haskinsinc.net>; Ben Elwell<belwell@haskinsinc.net>; Ryan MacPhee<rmacphee@haskinsinc.net> Subject: RE: Palm River saturday work is EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Diana, Due to hurricane Milton, Haskins has lost 10 critical path days. We had to change or paving date from October 15th to the 25`h. Thank you, Ryan! Mac(1 flee Vice President Haskins Inc. 10956 Enterprise Ave. Bonita Springs, FL Tel. 239-947-1846 Fax. 239-947-3857 Cell.239-253-7500 Web. Haskinsinc.net y6C3 Unforeseen Conditions Backup Public Co[Ler County DAILY REPORT OF CONSTRUCTION Public Utilities b Departmee-.�.. nt PALM RIVER PUR AREAS 1 AND 2 Engineering&ProjectManagemen(Division CONSTRUCTION PROJECT ( ` Stantec Date:9/18/2024 RPRs: Scott Sikorski Stantec PIN: 177311742 Accidents ❑Yes No Day of Week:Wednesday Contract Day: 514 Total Days:573/603 Accident Report#: HIGH TEMP (F): 89°F AM Conditions: Partly PM Conditions: Partly N/A LOW TEMP(F): 76°F Cloudy/Rain Cloudy General Remarks #1- Prime Contractor—Haskins: Cypress Way East, Golfview Drive, Palm River Blvd., Pompano Drive, Eastwood Drive Deon (SS): • Contractor on site to assist and supervise crews. • Progress Meeting at 9:00 a.m. Cypress Way East Phase 2 Cory's Crew(SS): • Station 25+50±: Contractor excavated and compacted west driveway to approximately sub-base elevation, then placed, graded and compacted approximately 6-inches of limerock base Cypress Way East, at house #648 Cypress Way East. • Station 22+00±to Station 24+40±: Contractor backfilled new sidewalk with native soil and finish graded area along sidewalk, between houses#633 and #639 Cypress Way East. #3-Subcontractor—Superior Interlocking Pavers: Cypress Way East Phase 2 Jack's Crew(SS): • Station 30+00±: Subcontractor completed replacing paver bricks for paver driveway restoration, at house#675 Cypress Way East.Subcontractor placed a cement border along the outside edge of replaced paver bricks. Restored paver driveway will be measured for payment. #4-Subcontractor— Roque Lawn Maintenance: Cypress Way East Phase 2 Javier's Crew(SS): • Station 23+50±, 24+50±: Subcontractor restoring irrigation system in the south right-of-way along Cypress Way East at houses #636, #642 Cypress Way East. Planned Activities for the week: • Contractor anticipates driveway and irrigation system restoration on Cypress Way East Phase 2. Palm River PUR Page 1 of 19 Areas 1 and 2 CAO 1 6 C3 Unforeseen Conditions Water System Backup Remarks #1-Prime Contractor—Haskins: • No water activity observed today. Planned Activities for the week: • No water activity anticipated. Wastewater System Remarks #1-Prime Contractor—Haskins: Cypress Way East Phase 2 Alfonso's Crews (SS): • Station 47+15±: Contractor installed approximately 21-feet of 6-inch DR 18 PVC force main pipe and connected new and existing force mains, east of house #333 Cypress Way East. Contractor wedged a length of 4-inch x 4-inch wooden brace between the new 90 degree bend attached to the existing 6-inch ductile iron force main and a 6-inch tapped cap on the abandoned end of the existing 6-inch DI force main (approved by Grady Minor E.O.R.). Installed 6-inch DR 18 PVC force main pipe was measured for payment. Ibis Way at Cypress Way East Phase 2 Alberto's Crews(SS): • Station 45+45±: Contractor installed approximately 23-feet of 4-inch DR 14 and DR 18 PVC force main pipe and connected new and existing force mains, adjacent to vacant lot#406 Cypress Way East on Ibis Way.Contractor placed two pieces of 6-inch thick concrete thrust block against new horizontal 45 degree bend in lieu of restrained joint on existing approximately 16-feet of existing 4-inch PVC force main (approved by Grady Minor EO.R.). Installed 4-inch DR 18 PVC force main pipe was measured for payment. • Station 45+45±: Contractor installed a force main air release valve on the existing 4-inch PVC force main at just east of the tie in point to connect new and existing force mains, at the northeast corner of Ibis Way at Cypress Way East. Force main ARV was measured for payment. i'. Cypress Way East Phase 2 Mario's Crew(SS): • Station 33+01±: Contractor installed approximately 18-feet of 6-inch DR 18 PVC force main pipe and approximately 4-feet of 4-inch ductile iron force main spool pipe connected to pump station 103.06 discharge pipe manifold attached to approximately 2-feet of 4-inch DR 18 PVC force main pipe to connect new force main at pump station 103.06, adjacent to house #504 Eastwood Drive at Cypress Way East. Installed 4-inch DI and DR 18 PVC force main pipe and 6-inch DR 18 PVC force main pipe was measured for payment. Palm River PUR Page 2 of 19 Areas 1 and 2 1 6 C3 Unforeseen Conditions Backup Martha Hartsfield From: Diana Dueri <Diana.Dueri@colliercountyfl.gov> Sent: Tuesday, November 5, 2024 12:38 PM To: MLAGO@HASKINSINC.NET; rmacphee@haskinsinc.net Cc: Eddwie Perez; Perez-Rivera, Miguel; gcollier@haskinsinc.net; belwell@haskinsinc.net; scott.sikorski@stantec.com;Justin Frederiksen Subject: RE: Delays It was approved and we will included in CO #3. Thank you, Diana Dueri PMP Project Manager Ill Public Utilities Engineering & Project Management Office:239-252-4218 Collier Count ' Mobile:239-601-1290 0 13 CO Diana.Dueri(a colliercountyfl.gov From: Mabel Lago<mlago@haskinsinc.net> Sent:Tuesday, November 05, 2024 12:34 PM To: Ryan MacPhee<rmacphee@haskinsinc.net>; Diana Dueri <Diana.Dueri@colliercountyfl.gov>;Justin Frederiksen <JFrederiksen@gradyminor.com> Cc: Eddwie Perez<EPerez@gradyminor.com>; Perez-Rivera, Miguel<Miguel.Perez@stantec.com>; Greg Collier <gcollier@haskinsinc.net>; Ben Elwell<belwell@haskinsinc.net>;scott.sikorski@stantec.com Subject:Re: Delays EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good afternoon Team: We are hereby requesting an additional day of work for the unforeseen force main (not in the plans)encountered and referenced below. Could you please review and advise what is needed on our behalf to move forward with this request? Thank you in advance for your help with this matter. Best regards, Mabel Lago 1 GAO 1 6 C3 Unforeseen Conditions Secretary Backup Haskins Inc. 10956 Enterprise Avenue Bonita Springs, FL 34135 P: 239-947-1846 F: 239-947-3857 C: 786-356-7049 From: Ryan MacPhee<rmacpheePhaskinsinc.net> Sent:Tuesday,October 22, 2024 11:07 AM To: Diana Dueri <Diana.Dueri@colliercountyfl.gov>;Justin Frederiksen<JFrederiksen@gradyminor.com> Cc: Eddwie Perez<EPerez@gradyminor.com>; Perez-Rivera, Miguel<Miguel.Perez@stantec.com>;Greg Collier <gcollier@haskinsinc.net>; Ben Elwell<belwell@haskinsinc.net>;scott.sikorski@stantec.com <scott.sikorski@stantec.com>; Mabel Lago <mlago@haskinsinc.net> Subject: RE: Delays Good morning Diana, I just wanted to follow up on the email below.To be clear, Haskins is requesting 1 day be added to change order 3 for the unmarked force main encountered during the installation of stormwater pipe. Thank you, 2Zyan!YlaccPlzee Vice President Haskins Inc. 10956 Enterprise Ave. Bonita Springs, FL Tel. 239-947-1846 Fax. 239-947-3857 Cell. 239-253-7500 Web. Haskinsinc.net 2 16C3 Unforeseen Conditions I,AR* Backup E y i5 j n I tl x From: Ryan MacPhee Sent:Thursday,September 12, 2024 1:36 PM To: Diana Dueri<Diana.Dueri@colliercountyfl.gov>;Justin Frederiksen<JFrederiksen@gradyminor.com> Cc: Eddwie Perez<EPerez@gradyminor.com>;Perez-Rivera, Miguel<Miguel.Perez@stantec.com>;Greg Collier <gcollier@haskinsinc.net>;Ben Elwell<belwell@haskinsinc.net>;scott.sikorski@stantec.com; Mabel Lago <mlago@haskinsinc.net> Subject: FW: Delays Diana, While installing the pipe run from STR. 315 to 316 we came across an unmarked&unknow 4" pipe in direct conflict with the proposed drainage pipe. We were unable to install the pipe and cannot move forward until the pipe is verified and we are instructed how to handle the conflict. This conflict will result in loss time and wages. Please acknowledge receipt of this email and advise how to proceed. Thank you, Ryan JlMacfPhee Vice President Haskins Inc. 10956 Enterprise Ave. Bonita Springs, FL _ 3 16C3 Unforeseen Conditions Tel.239-947-1846 a c k Fax. 239-947-3857 Cell, 239-253-7500 Web, Haskinsinc.net qinTer,'a { From: Ryan MacPhee<rmacpheePhaskinsinc.net> Sent:Thursday,September 12, 2024 1:24 PM To: Ryan MacPhee<rmacphee@haskinsinc.net> Subject: Delays Sent from my Verizon, Samsung Galaxy smartphone Get Outlook for Android Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity, Instead, contact this office by telephone or in writing. II is 4 1 6 C3 WD #12 Collier County Engineering & Project Management Division WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: WORK DIRECTIVE# 12 #22-7992R Palm River PUR Areas 1 & 2 PURCHASE ORDER#: 4500223134 DATE OF ISSUANCE: March 25,2024 OWNER: Collier County Board of Commissioners PROJECT#: 70257.4, 60234.5.1 CONTRACTOR: Haskins, Inc. ENGINEER/DESIGN PROFESSIONAL: Q. Grady Minor& Associates, P.A. You are directed to proceed promptly with the following change(s): Description: Installation of drainage basin bubble-up structures at 454, 448 and 430/436 Palm River Boulevard to accommodate the existing private property back/side-yard and/or roof drainage pipes that previouslyextended into the ROW. Purpose of Work Directive Change: To accommodate the existing private property back/side yard and/or roof drainage pipes that previously extended from private property into the ROW. Reason/Justification: During installation of the new drainage infrastructure, it was discovered that the existing back/side yard and/or roof drainage pipes at 454,448 and 430/436 Palm River Boulevard extended into the ROW, which is not allowed per current Collier County standards. Haskins provided a time and material cost estimate to install drainage basin bubble-up structures at the private property drainage pipes on private property that will allow drainage to flow indirectly from private property into the ROW and ultimately to the County's stormwater system. This change is to add bubble up structures at 454, 448 and 430/436 Palm River Boulevard (four total bubble up structures). Attachments: Contractor's quote If a claim is made that the above change(s) have affected Contract/Allowance 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 Method of determining change in Contract Times: Contract/Allowance Price: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Time & Material ❑ Other ❑ Other Estimated increase or(decrease) in Allowance: Estimated change in Contract Time: $15,035.94 N/A RECOMMENDED: AUTHORIZED: d � By: Allyson Holland, PE By: Diana Dueri, PMP 3/25/2024 Project Manager Owner's Representative CIO 16C3• WD #12 Haskins Estimate *Al eq„ • ��PM 6qm HASKINS INC. a m' 10956 Enterprise Avenue • Bonita Springs,FL 34135 Pt£. (239)947-1046 FAX(239)947-3057 ' • • BILLED TO: Collier County P.O.8: 4500223134 INVOICE 8: COMMENCEMENT DATE: INVOICE DATE: 3/22/2024 DATE&TIME CALL REC'VD: WORK ORDER 8: COMPLETION DATE: Connect(4)Existing Roof Drain Pipes to Bubble • up Basin on private property.(1)6"HOPE at 454 DESCRIPTION OF WORK PRE,(1)4"HDPE el PBR,(2)4"PVC at 430 8 PERFORMED: 436 PER STANDAR AFTER EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR DESCRIPTION NUMBER D STND HRS. HRS OH! AFTER HRS. TOTAL OF MEN HRS./MAN UNIT PRICE MAN UNIT PRICE 45 TN EXCAVATOR HR $ 275.00 $ - PROJECT MANAGER 1 1 $ 110.00 $ 165.00 $ 110.00 40 TN EXCAVATOR W!HAMMER HR $ 280.00 S - SUPERINTENDENT 1 3 5 90.00 $ 135.00 5 270.00 25 TN EXCAVATOR HR $ 185.00 $ • FOREMAN 1 30 $ 75.00 $ 112.50 $ 2.250.00 MIDI EXCAVATOR _HR $ 140.00 $ - EQUIPMENT OPERATOR 1 30 5 70.00 5 105.00 $ 2,100.00 MINI EXCAVATOR 30 HR $ 130.00 $3,900.00 LABORER 1 30 5 45.00 5 67.50 5 1,350.00 MINI EXCAVATOR W 1 HAMMER HR 5 150.00 $ - FLAGGER 5 45.00 $ 67.50 5 RUBBER TIRE BACKHOE HR $ 110.00 $ MECHANIC $ 75.00 $ 112.50 $ 20 TN LOADER HR $ 185.00 $ - PIPE LAYER 2 30 $ 65.00 $ 97.50 S 3,900.00 15 TN LOADER HR 5 150.00 $ - WELDER $ 225.00 $ 337.50 $ 6 TN LOADER HR S 115.00 $ - LABOR SUBTOTAL: $ 8,980.00 BOX BLADE HR $ 95.00 $ TRACK SKID STEER HR $ 95.00 $ 15,000 LB DOZER HR $ 110.00 $ - MATERIALS INCLUDING 10%MARK UP 35,000 LB DOZER HR $ 130.00 $ - MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL • MOTOR GRADER(SMALL) HR $ 110.00 S - 5 - jMOTOR GRADER(LARGE) HR $ 125.00 $ - 4"Pipe and bubble up basin 1 LS $241.47 $ 241.47 PAVER(SMALL) HR $ 105.00- $ - 8"pipe end bubble up basin 1 LS 510B.48 $ 100.40 • ASPHALT MILLING MACHINE HR $ 375.00 $ $ 3 TON VIBRATORY ROLLER HR $ 45.00 5 - 5 - I 6 TON VIBRATORY ROLLER HR $ 55.00 $ - $ - 3-TON ASPHALT ROLLER HR $ 45.00 $ - $ - 7-TON ASPHALT ROLLER HR $ 55.00 $ - $ - • ( DUMP TRUCK HR 5 125.00 $ - 5 - ! ROLL OFF TRUCK HR $ 135.00 5 - SubTotai $ 349.95 LOWBOY TRACTOR HR $ 145.00 $ - 10% $ 35.00 2 112 TON FLATBED HR $ 85.00 5 - Tax 5 21.00 ROCK CRUSHER HR S 290.00 $ • Fuel Surcharge $ - SCREENER PLANT HR $ 270.00 S - Freight $ - SOIL STABILIZER HR $ 235.00 $ - TOTAL: $ 405.94 STREET SWEEPER HR $ 50.00 $ LIGHT PLANT HR $ 20.00 5 - VACCUM TRUCK HR $ 200.00 5 - SUBCONTRACTORS INCLUDING 10%MARK UP . VACCUM WAGON HR $ 85.00 S - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL ! PUMPER TRUCK HR $ 300.00 $ - 5 - WATER TRUCK HR $ 125.00 .S - 5 - I MOT-BARRIER WALL(BA.) HR 5 3.00 $ - • 5 - MOT-BARRELL(EA.) HR $ 1.25 S - $ - MOT-CONES(EA.) HR $ 0.50 $ - $ - MOT-SIGNS(EA.) HR $ 100 $ - $ - - 20CY DUMPSTER HR $ 25.00 5 - $ - • 3"HYDRAULIC PUMP HR_5 55,00 $ - $ - 4"HYDRAULIC PUMP HR $ 65.00 5 - 5 - 6"HYDRAULIC PUMP HR 5 75.00 S - $ - 6"HYDRAULIC PUMP HR $ 85.00 $ - SubTotal 5 - 10"HYDRAULIC PUMP HR $ 105.00 $ - 10% S - • WELL ORILLIG RIG HR $ 225.00 $ - Tax $ - WELL POINT SYSTEM HR $ 250.00 5 - TOTAL: S • 6"VACUUM PUMP HR 5 50.00 S - 8"VACUUM PUMP HR $ 70,00 $ - 2"ELECTRIC PUMP HR $ 15.00 $ - PLATE COMPACTOR HR $ 20.00 $ - TRENCH BOX HR S 40.00 ,$ - PICK-UP TRUCK WI TOOLS 30 HR 5 25 00 $ 750.00 • EQUIPMENT SUBTOTAL: $4,850.00 • • TOTAL DUE: $15,035.94 1 6 C3 0 FERGUSON® WD Es 2 FEL-NAPLES WATERWORKS#136 Deliver To: Haskins Estimate 3801 PROSPECT AVE From: Joderek Adams WATERWORKS NAPLES,FL 34104 Comments: Backup Phone:239-643-4970 Fax:239-643-4945 08:31:51 MAR 22 2024 Page 1 of 1 FEL-NAPLES WATERWORKS#136 Price Quotation Phone: 239-643-4970 Fax:239-643-4945 Bid No: B322102 Cust Phone: 239-947-1846 Bid Date: 03/22/24 Terms: 2% 10TH NET 25TH Quoted By: JA Customer: HASKINS INC Ship To: HASKINS INC 10956 ENTERPRISE AVENUE 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL 34135 BONITA SPRINGS, FL 34135 Cust PO#: Job Name: PALM RIVER DRAINS Item Description Quantity Net Price UM Total 4"CONNECTION N900 9 TPRD C/BASIN W/DBL OUT 3 29.640 EA 88.92 N990 9 GREE SQ GRATE 3 38.280 EA 114.84 NDS1243 3-4 UNIV LCK OUT ADPT 3 7.460 EA 22.38 N1206 UNIV PLUG F/C/BASIN 3 5.110 EA 15.33 SUBTOTAL 241.47 8"CONNECTION N1200 12X12 C/BASIN W/2 OUT 1 41.870 EA 41.87 N1212 12X12 GREE GRATE F/C/BASIN 1 45.790 EA 45.79 N1888 8 UNIV OUT ADPT 1 15.710 EA 15.71 N1206 UNIV PLUG F/C/BASIN 1 5.110 EA 5.11 SUBTOTAL 108.48 Net Total: $349.95 Tax: $21.00 Freight: $0.00 Total: $370.95 Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE.QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. CONTRACTOR CUSTOMERS:IF YOU HAVE DBE/MBE/WBE/NBE/SDVBE/SBE GOOD FAITH EFFORTS DIVERSITY GOALS/REQUIREMENTS ON A FEDERAL STATE,LOCAL GOVERNMENT PRIVATE SECTOR PROJECT,PLEASE CONTACT YOUR BRANCH SALES REPRESENATIVE IMMEDIATELY PRIOR TO RECEIVING A QUOTE/ORDER. Seller not responsible for delays,lack of product or increase of pricing due to causes beyond our control,and/or based upon Local,State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following this document,or on the web at https://www,ferguson.com/content/website-info/terms-of-sale Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING:It is illegal to install products that are not"lead free"in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption.Products with*NIP in the description are NOT lead free and can only be installed in non-potable applications.Buyer is solely responsible for product selection. HOW ARE WE DOING? WE WANT YOUR FEEDBACK! �M Scan the QR code or use the link below to -v' ,,, complete a survey about your bids: https://survey.medallia.com/?bidsorder&fc=127&on=633 �'h 16C3 WD #12 Haskins Invoice VIAI en !tea:".,...,..,oyb HASKINS INC. $, ,f 10956 Enter prime Auonuo•Tionita Sprirl(u,F13413T1 PH.(MI 947.184G FAX +f BILLED TO: Collier County _ P.O.a: WOO 12 COMMENCEMENT DATE: 10/3/2024 INVOICE DATE: DATE S TIME CALL RECVD: WORK ORDER a: COMPLETION DATE: 10/42024 DESCRIPTION OF WORK PROJECT NAME: Palm River Public Utility Renee/el PERFORMED: Bubble Orals STANDAR AFTER STND STND MIS IDLE IDLE HRS NUMBER D STND HRS. AFTER HRS. EQUIPMENT DESCRIPTION UNIT CITY HRS UNIT PRICE HRS UNIT PRICE TOTAL LABOR DESCRIPTION OF MEN HRS./MA UNIT PRICE HRS MANM/ TOTAL UNIT PRICE N 45 TN EXCAVATOR HA _ $ 275.00 $ 137.50 3 PROJECT MANAGER 3 110.00 5 165.00 5 40 TN EXCAVATOR WI HAMMER HR 5 280.00 3 140.00 5 - SUPERINTENDENT 3 90.00 3 135.00 3 - 25 TN EXCAVATOR HR 5 185.00 $ 92.50 5 - FOREMAN I 11.5 3 75.00 S 112.50 5 862.50 MIDI EXCAVATOR HR S 140.00 3 70.00 S - EQUIPMENT OPERATOR 1 11.5 S 70.00 S 105.00 $ 805.00 MINI EXCAVATOR HR $ 130.00 3 65.00 $ - PIPE LAYER 1 11.5 S 65.00 $ 97.50 S 747.50 MINI EXCAVATOR W/HAMMER HR $ 150.00 S 75.00 5 - LABORER 1 11.5 3 45.00 $ 67.50 S 517.50 RUBBER TIRE BACKHOE HR S 110.00 $ 55.00 $ - MECHANIC $ 75.00 S 112.50 5 - 20 TN LOADER HR I 11.5 5 185.00 S 92.50 S 2.127.50 WELDER S 225.00 S 337.50 $ - 15 TN LOADER HR $ 150.00 S 75.00 3 - LABOR SUBTOTAL: S 2,932.50 6 TN LOADER HR 5 115.00 5 57.50 $ - BOX BLADE HR 3 95.00 5 47.50 3 - • TRACK SKID STEER HR $ 95.00 S 41.50 S - MATERIALS INCLUDING 10%MARK UP 15,000LB DOZER HR S 110.00 S 55.00 3 • MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 35,000 LB DOZER HR $ 130.00 5 65.00 S - Ferguson I LS $27.57 S 27.57 MOTOR GRADER(SMALL) HR $ 110.00 $ 55.00 S - Ferguson I LS $147.00 3 147.00 MOTOR GRADER(LARGE) 11R 3 125.00 5 62.50 $ Ferguson I LS 3197.19 3 197.19 PAVER(SMALL) HR 5 105.00 5 52.50 S - S ASPHALT MILLING MACHINE HR S 375.00 3 187.50 5 - S - • 3 TON VIBRATORY ROLLER HR S 45.00 3 22.50 S • S - 6 TON VIBRATORY ROLLER HR 5 55.00 3 27.50 S • $ - 3-TON ASPHALT ROLLER HR 5 45.00 3 22.50 $ - S - , 7-TON ASPHALT ROLLER HR $ 55.00 S 27.50 5 - $ - DUMP TRUCK HR S 125.00 3 62.50 $ - SubTotal $ 371.76 • ROLL OFF TRUCK HR $ 135.00 S 67.50 3 - 10% $ 37.18 LOWBOY TRACTOR HR $ 145.00 S 72.50 S - Tax $ 22.30 2 1/2 TON FLATBED HR $ 65.00 S 32.50 S • Fuel Surcharge S - ROCK CRUSHER HR 3 290.00 S 145.00 5 • Freight $ • SCREENER PLANT HR $ 270.00 $ 135.00 $ - TOTAL: $ 431.24 SOIL STABILIZER HR 5 235.00 5 117.50 5 - STREET SWEEPER HR S 50.00 5 25.00 3 - LIGHT PLANT HR 5 20.00 5 10.00 $ - SUBCONTRACTORS INCLUDING 15%MARK UP VACCUM TRUCK HR 5 200.00 S 100.00 $ - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL VACCUM WAGON HR $ 35,00 S 42.50 5 - $ - PUMPER TRUCK HR 3 300.00 5 150.00 $ - 3 • WATER TRUCK HR 5 125.00 S 62.50 5 - $ - MOT•BARRIER WALL(EA.) HR 5 3.00 $ 1.50 $ - $ MOT-DARRELL(EA.) HR 3 1.25 5 0.63 $ • $ - MOT•CONES(EA.) MR S 0.50 S 0.25 $ - S - MOT-SIGNS(EA.) HR - S 1.00 $ 0.50 $ - - $ - 20CY DUMPSTER EA 3 475.00 $ 237.50 S - $ - 3"HYDRAULIC PUMP HR 3 55.00 S 27.50 $ - $ - 4"HYDRAULIC PUMP HR $ 65.00 5 32.50 S - $ - 6"HYDRAULIC PUMP HR $ 75.00 $ 37.50 3 - SubTotal $ - 8"HYDRAULIC PUMP HR 3 85.00 $ 42.30 S • 15% 3 - 10"HYDRAULIC PUMP HR $ 105.00 $ 52.50 $ • Tax $ - WELL DRILLING RIG HR 3 225.00 5 112.50 $ - TOTAL: $ - WELL POINT SYSTEM HR S 250.00 $ 125.00 5 - 6"VACUUM PUMP HR S 50.00 3 25.00 5 - 8"VACUUM PUMP HR S 70,00 S 35.00 3 - 2"ELECTRIC PUMP HR 5 15.00 $ 7.50 S - • PLATE COMPACTOR HR S 20.005 10.00 S TRENCH BOX HR S 4000 $ 20.00 $ • PICK-UP TRUCK WI TOOLS HR 1 11.5 $ 25 00 3 12.50 5 287.50 EQUIPMENT SUBTOTAL: 5 2.415.00 TOTAL DUE: $5,778.74 1 1 6 C3 WD #12 0 FERGUSON® Haskins Invoice Backup INVOICE NUMBER TOTAL DUE CUSTOMER PAGE 1657213 $210,90 47354 1 of 1 WATERWORKS 17323 JEAN STREET PLEASE REFER TO INVOICE NUMBER WHEN FT MYERS, FL 33967-9998 MAKING PAYMENT AND REMIT TO: FEL-FT, MYERS WATERWORKS#127 PO BOX 100286 Please contact with Questions: 239-433-0555 ATLANTA,GA 30384-0286 MASTER ACCOUNT NUMBER:188628 SHIP TO: COUNTER PICK UP 3801 PROSPECT AVE HASKINS INC NAPLES, FL 34104 10956 ENTERPRISE AVENUE PALM RIVER PUBLIC UTILITI BONITA SPRINGS,FL 34135 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. 10 136 136 FL2COL PALM RIVER 082 PALM RIVER PUBLIC UTILITI 09/30/24 91630 ORDERED SHIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT 4 4 P40S9P 4 PVC$40 SXS 90 ELL 22.620 EA 90.48 4 4 N13 4 GREE RND GRATE 4,950 EA 19,80 1 1 P40S9U 6 PVC S40 SXS 90 ELL 77.220 EA 77.22 1 1 N50 6 GREE RND GRATE 11.460 EA 11 46 WE ONLY USED 1 OF EACH HIGHLIGHTED INVOICE SUB-TOTAL 198.96 ITEM. MAKING THIS INVOICE TOTAL $27.57 TAX Collier 11.94 LEAD LAW WARNING:IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT"LEAD FREE"IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS WTH'NP IN THE DESCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS.BUYER IS SOLELY RESPONSIBLE FOR PRODUCT SELECTION. Looking for a more convenient way to pay your bill? f Log in to Ferguson.com and request access to Online Bill Pay. .... TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $210.80 All past due amounts are subject to a service charge of 1.5%per month,or the maximum allowed by law,If lower. If Buyer falls to pay within terms,then In addition to other remedies,Buyer agrees to pay Seller all costs of collection,including reasonable attorney fees.Complete terms and conditions are available upon request or at https:llwww.ferguson.cam/content/website-Infolterms-of-sale,incorporated by reference.Seller may convert checks to ACH. 1 6 C3 WD #12 Haskins Invoice 0 FERGUSON' Backup INVOICE NUMBER TOTAL DUE CUSTOMER PAGE 1657767 $553.96 47354 1 of 1 WATERWORKS 17323 JEAN STREET PLEASE REFER TO INVOICE NUMBER WHEN FT MYERS, FL 33967-9998 MAKING PAYMENT AND REMIT TO: FEL-FT.MYERS WATERWORKS#127 PO BOX 100286 Please contact with Questions: 239.433-0555 ATLANTA,GA 30384-0286 MASTER ACCOUNT NUMBER:188628 SHIP TO: I` COUNTER PICK UP 3801 PROSPECT AVE HASKINS INC NAPLES, FL 34104 10956 ENTERPRISE AVENUE PALM RIVER PUBLIC UTILITI BONITA SPRINGS,FL 34135 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. 10 136 136 FL2COL BEN 062 PALM RIVER PUBLIC UTILITI 10/03/24 91656 ORDERED SHIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT 1 1 N1882 18X18 BLK 1PC 2 HOLE C/BASIN 209.370 EA 209.37 1 1 N1812 18X18 GREE GRATE FtC/BASIN 130.850 EA 130.85 1 1 N1989 8 OS UNIV OUT AOPT 27.220 EA 27.22 1 A11'I11F IIMALCIILIP C,(,r`CMQ$1hj " . _ a'L7(1 � _..._..._. F.'7._ 20 20 P4OBEpP20 4X20 FT PVC 840 BE PIPE 735.000 C 147:00 ONLY USED WHAT IS HIGHLIGHTED INVOICE SUB-TOTAL 522.61 MAKING THIS INVOICE $147.00 TAx Collier 31,35 LEAD LAW WARNING:IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT"LEAD FREE"IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH*NP IN THE DESCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS.BUYER IS SOLELY RESPONSIBLE FOR PRODUCT SELECTION. Looking for a more convenient way to pay your bill? Log in to Ferguson.corn and request access to Online Bill Pay. -� TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $553.96 All past due amounts are subject to a service charge of 1.5%per month,or the maximum allowed by law,if lower.If Buyer fails to pay within terms,then in addition to other remedies,Buyer agrees to pay Seiler all costs of collection,including reasonable attorney fees.Complete terms and conditions are available upon request or at https://www.ferguson.com/conient/website-info/terms-of-sale,incorporated by reference.Seller may convert checks to ACH. 16C3 WD ##12 Haskins Invoice SAS FERGUSON® Backup INVOICE NUMBER TOTAL DUE CUSTOMER PAGE 1657876 $209.02 47354 1 of 1 WATERWORKS 17323 JEAN STREET PLEASE REFER TO INVOICE NUMBER WHEN FT MYERS, FL 33967-9998 MAKING PAYMENT AND REMIT TO: FEL-FT.MYERS WATERWORKS#127 PO BOX 100286 Please contact with Questions: 239-433-0555 ATLANTA,GA 30384-0286 MASTER ACCOUNT NUMBER:188628 SHIP TO: COUNTER PICK UP 3801 PROSPECT AVE HASKINS INC NAPLES, FL 34104 10956 ENTERPRISE AVENUE PALM RIVER PUBLIC UTILITI BONITA SPRINGS,FL 34135 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. 10 136 136 FL2COL 3629 082 PALM RIVER PUBLIC UTILITI 10/04/24 91664 ORDERED SHIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT 1 1 A0899WT 8 W/TITE 90 ELL 91.980 EA 91.98 1 1 SFG8108FGDADA 8 DI FLAT PIPE GRATE ADA COMPLIANT 105.210 EA 105.21 INVOICE SUB-TOTAL 197,19 TAX Collier 11.88 LEAD LAW WARNING:IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT"LEAD FREE"IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH'NP IN THE DESCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS.BUYER IS SOLELY RESF ONSIBLE FOR PRODUCT SELECTION. iff I'. Looking for a more convenient way to pay your bill? Log in to Ferguson.corn and request access to Online Bill Pay. -�- I TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $209.02 All past due amounts are subject to a service charge of 1.5%per month,or the maximum allowed by law,if lower.If Buyer fails to pay within terms,then in addition to other remedies,Buyer agrees to pay Seller all costs of collection,including reasonable attorney fees.Complete terms and conditions are available upon request or at https://www.Ferguson.com/content/website-info/terms-of-sale,incorporated by reference.Seller may convert checks to ACH. 1 6 C3 WD #12 Haskins Invoice 415 HASKINS ' Backup u an I C' 10956 Enterprise Avenue • Bonita Springs,FL 34135 PH. (239)947-1846 FAX(239)947-3857 4Nm9.F,.n"qF DAILY REPORT OF CONSTRUCTION Contractor's Name:Haskins Inc. Date: Thursday,October 3,2024 Project Description: PO#: 450023134 Bubbler Grate Onsite Personnel Total Hours Total Hrs from 4 PM from• to 7AM • Job Title # Worked From: Worked Until: 7 AM to 4 PM Total Hours (plus weekends& (only weekdays) Holidays) Project Manager 0 Superintendent 0 Foreman 1 7:00 AM 3:30 PM 8,5 8.5 Equipment Operator 1 7:00 AM 3:30 PM 8,5 8.5 Pipe Layer 1 7:00 AM 3:30 PM 8.5 8.5 Pipe Layer 0 Laborer 1 7:00 AM 3:30 PM 8.5 8.5 Laborer 0 Driver-Roll Off . 0 Driver-Lowboy 0 Description Work Performed is Equipment on Site Total Stand Total Idle Total Hours of Equipment On Description # Hours per Hours per Equip Equip Site Notes Roll Off Truck 0 Lowboy 0 20 TN Loader 1 8.5 8,5 Pick Up Truck w/Tool 1 8.5 8.5 0 0 0 0 U Completed By: Ben Elwell, President 1 6 C3 WD #12 o Haskins Invoice tp4'coiar vc 1. 5, y ,F_ m `< O _ S [INC. Backup a" 10956 Enterprise Avenue • Bonita Springs,FL34135 PH. (239)947-1846 FAX(239)947-3857 DAILY REPORT OF CONSTRUCTION Contractor's Name: Haskins Inc. Date: Friday,October 4,2024 Project Description: PO#: 450023134 Bubbler Grate Onsite Personnel Total Hours Total Hrs from 4 PM to 7AM Job Title tt Worked From: Worked Until: 7 AMrom to 4 PM (plus weekends& Total Hours (only weekdays) Holidays) Project Manager 0 • Superintendent 0 Foreman 1 7:00 AM 10:00 AM 3 3 Equipment Operator 1 7:00 AM 10:00 AM 3 3 Pipe Layer 1 7:00 AM 10:00 AM 3 3 Pipe Layer 0 Laborer 1 7:00 AM 10:00 AM 3 3 Laborer 0 Driver- Roll Off 0 Driver- Lowboy 0 Description Work Performed Equipment on Site Total Stand Total Idle Hours Total Hours of Description it Equipment On Hours per Equip per Equip Site Notes Roll Off Truck 0 Lowboy 0, 20 TN Loader 1 3 3 is Pick Up Truck w/Tool 1 3 3 0 0 0 0 0 0 0 0 0 0 Completed By: Ben Elwell, President 16C3 WD #12 Haskins Invoice Backup (-do �� County� PALM RIVER P R DAILY CONSTRUCTION QUANTITIES Public Utilities Department Growth Management Department AREAS 1 AND 2 ; ' 1tltZ,) Date: 10/3/2024 Inspector: Scott Sikorski Stantec PIN: 177311742 Day of Week:Thursday Contract Day:529 Total Days:573/603 Estimated Work Performed(General) Contr/Sub Pay Item Completed Code Description/Location qty. Units Estimated Work Performed(Water) Contr/Sub Pay Item Completed Code Description/Location Qty. Units Estimated Work Performed(Wastewater) Contr/Sub Pay Item Completed __ Code Description/Location qty. Units Estimated Work Performed(Stormwater System) Contr/Sub Pay Item Completed Code Description/Location Qty. Units WDC#12' Station 7+50:t:Contractor worked on Work Directive Change#12,as Time and Materials,at house#448 Palm River Blvd. (south),to Install bubbler grate on existing 4-inch PVC roof gutter and yard drainpipe on private property. Contractor excavated existing 4-inch Sch 40 PVC drainpipe on private property and installed approximately 2-feet of 4-inch Sch 40 PVC pipe,4-inch Sch 40 90-degree bend, approximately 0.5-feet of 4-inch Sch 40 PVC pipe, and 4-inch bubbler grate on private property. Station 5+37±:Contractor worked on Work Directive Change#12, as Time and Materials,at house#430 Palm River Blvd.,to install 1 WDC#12 bubbler grate on existing 4-inch PVC roof gutter and yard drainpipe - T&M `. on private property.Contractor excavated existing 4-inch PVC drainpipe on private property and found existing pipe split on top and full of tree roots.Senior RPR contacted Grady Minor E,O.R. about issue.Grady Minor E.O.R.stated not to Install bubble up structure due to split pipe and not being able to connect to it. Contractor did not install bubble up structure. Station 8+20±:Contractor worked on Work Directive Change#12,as Time and Materials,at house#454 Palm River Blvd. (south), to install • bubbler grate on existing 8-inch HDPE roof gutter drainpipe on private property.Contractor excavated existing 8-inch I-IDPE • _ _ drainpipe on private property and found 8-inch HDPE drainpipe. Palm River PUR Page 1 of 2 Areas 1 and 2 1 6 C3 WD #12 Haskins Invoice Backup Contractor will need to remove two(2) Ficus bushes on private property to be able to regrade area,awaiting homeowner permission. Contractor did not install bubble up structure. -Time:7:00 a.m to 3:30 p ni =8.5 hours: Manpower:One(1)foreman,;one(1)operator,one(1)pipe laver, ' 3 one (1)laborer. -Equipment:One(1)crew truck,one(1)front end loader, -Materials:One(1)4-inch Sch 40 90-degree bend,one(1)4-inch grate,approximately 2.5-feet of 4-inch Sch 40 PVC pipe(installed at;. house#1448), _T Inspector Signature Contractor Signature Date Scott S'korski,Senor RPR 10 03 2024 I1 I [ i 1 I i E i fpY is Palm River PUR Page 2 of 2 Areas 1 and 2 1 6 C3 WD #12 Haskins Invoice Backup , "h,"`" 7at LLY DAILY CONSTRUCTION QUANTITIES Public Utilities Department PALM RIVER PIER ` Growth Management Department AREAS 1 AND 2 , ' Date: 10/4/2024 Inspector: Scott Sikorski Stantec PIN:177311742 Day of Week: Friday Contract Day:530 Total Days:573/603 Estimated Work Performed(General) Contr/Sub Pay Item Completed Code Description/Location Qty. Units Station's 4+00±,4+60±: Contractor superintendent and Senior RPR measured for payment removed and restored concrete driveways along Eastwood Drive at houses #562 (south removed = 38.02 SY), #562(north removed=36.95 SY) Cypress Way East. Station's 37+90±, 37+301, 39+901, 43+301, 44+101, 45+901: 1 1.10 Contractor superintendent and Senior RPR measured for payment 354.27 SY removed and restored concrete driveways along Cypress Way East at houses #465 (south removed = 55.01 SY), #462 (north removed = 55.18 SY), #449 (south removed =50.41 SY), #414(north removed = 35.64 SY),#409 (south removed = 39.09 SY), #401 (south removed = is 43.97 SY)Cypress Way East, Station's 30+60±, 34+00±: Contractor superintendent and Senior RPR measured for payment removed and restored paver driveways 1 1.11 along Cypress Way East at houses#680 (removed = 39.97 SY), #489 72.5 SY (north removed=32.53 SY)Cypress Way East. Station's 4+001,4+60±: Contractor superintendent and Senior RPR measured for payment removed and restored concrete driveways along Eastwood Drive at houses #562 (south replaced = 38.02 SY), #562 (north replaced=36,95 SY)Cypress Way East. Station's 37+90±,37+30±,39+90±,43+30±, 44+10±,45+90±: 1 1.12 i Contractor superintendent and Senior RPR measured for payment 354.27 SY removed and restored concrete driveways along Cypress Way East at houses#465(south replaced=55.01 SY),#462 (north replaced= 55.18 SY), #449(south replaced=50.41 SY),#414(north replaced= 35.64 SY), #409(south replaced=39.09 SY),#401(south replaced= 43.97 SY)Cypress Way East, Station's 30+60±,34+00±: Contractor superintendent and Senior RPR measured for payment removed and restored paver driveways 1 1.12 iii along Cypress Way East at houses#680(replaced=39.97 5Y),#489 72,5 SY (north replaced=32,53 SY)Cypress Way East. Estimated Work Performed(Water) Contr/Sub Pay Item Completed # Code Description/Location Qty, Units Palm River PUR Page 1 of 2 Areas 1 and 2 16C3 WD #12 Haskins Invoice Backup Estimated Work Performed(Wastewater) Contr/Sub Pay Item n Completed # Code Description/Location qty. Units Station 47+31± to Station 47+00±: Contractor superintendent and Senior RPR measured for payment new concrete valley gutter (35.7- LF) along the east side of Cypress Way East, east of houses#333 and #401 Cypress Way East. Station•44+40± to. Station 45+70±: Contractor superintendent and 1 3.17 i Senior RPR measured for payment new concrete valley gutter along 188.5 LF the east side of Cypress Way East and north side of Ibis Way (105.0- LF),adjacent to vacant lot#406 Cypress Way East. • Station 45+90±:Contractor superintendent and Senior RPR measured for payment new concrete valley gutter along the south side of Ibis Way(47.8-LF), east of house#401 Cypress Way East. Station 47+00± to Station 45+93t: Contractor superintendent and Senior RPR measured for payment new concrete F curb (79.4-LF) 79.4 LF 1 3.17 a along the east side of Cypress Way East,east of houses#333 and#401 Cypress Way East. Estimated Work Performed(Stormwater_System) Contr/Sub Pay Item — Completed Code Description/Location qty, Units WDC#12 Station 8+20i:Contractor worked on Work Directive Change #12, as Time and Materials,al house#454 Palm River Blvd. (south),to install bubbler grate on existing 8-inch HDPE roof gutter drainpipe on private property. Contractor excavated existing 8-inch HDPE drainpipe on private property and found 8-inch HDPE drainpipe. Contractor installed an 8-inch 90 degree bend,approximately 0.5- feet of 8-inch HDPE drainpipe and grate for bubble up structure. 1 WDC#12 Contractor regraded area to drain toward new inline drain. - T&M o Time:7:00 a.m.to 10:00 a.m.=3,0 hours. o Manpower:One(1)foreman,one(1)operator,one(1) pipe layer,one (1)laborer. o Equipment:One(1)crew truck,one (1)front end loader. o Materials: One (1)8-inch 90-degree bend, one (1)8-inch grate, approximately 0.5-feet of 8-inch FIDPE pipe (Installed at house#454). Inspector Signature Contractor Signature Date _ Scot lkorski,Se tot RPR 10-04-2024 e Palm River PUR Page 2 of 2 Areas 1 and 2 1 6 C3 WD #12 Backup Justin Frederiksen From: Diana Dueri <Diana.Dueri@colliercountyff.gov> Sent: Friday, November 15,2024 9:39 AM To: rmacphee@haskinsinc.net;Justin Frederiksen Cc: MLAGO@HASKINSINC.NET; Eddwie Perez; Martha Hartsfield Subject: RE:WD# 12 Approved. I z Thank you, Diana Dueri PMP Project Manager II! Public Utilities Engineering & Project Management Office:239-252-4218 Collier r o nt Mobile:239-601-1290 f (JX a 31 Diana.Dueri@colllercountvfl.ciov From: Ryan MacPhee<rmacphee@haskinsinc.net> Sent: Monday, November 11, 2024 1:54 PM To:Justin Frederiksen <JFrederiksen@gradyminor.com> Cc: MLAGO@HASKINSINC.NET;Diana Dueri<Diana.Dueri@colliercountyfl.gov>; Eddwie Perez <EPerez@gradyminor.com>;Martha Hartsfield<mhartsfield@gradyminor.com> Subject: FW:WD# 12 EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Haskins would like to request 1 day be added to the contract time the work completed under WD# 12. Thank you, • 1Ryan gliaccPriee Vice President Haskins Inc. 10956 Enterprise Ave. Bonita Springs, FL Tel. 239-947-1846 Fax. 239-947-3857 Cell. 239-253-7500 • Web. Haskinsinc.net 16C3 Collier County Engineering & Project Management Division V ®#13 WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: WORK DIRECTIVE# 13 #22-7992R Palm River PUR Areas 1 & 2 PURCHASE ORDER#: 4500223134 DATE OF ISSUANCE: June 13,2024 OWNER: Collier County Board of Commissioners PROJECT#: 70257.4,60234.5.1 CONTRACTOR: Haskins,Inc. ENGINEER/DESIGN PROFESSIONAL: Q. Grady Y Minor& Associates, P.A. You are directed to proceed promptly with the following change(s): Description: Installation of drainage basin bubble-up structures at 618 Cypress Way East to accommodate the existing private property back/side-yard and/or roof drainage pipes that previously extended into the ROW. Purpose of Work Directive Change: To accommodate for an existing private property back/side yard and/or roof drainage pipes that previously extended from private property at 618 Cypress Way East into the ROW. This includes investigating the existing private property drainage pipes,which may include televising. Reason/Justification: During installation of the new drainage infrastructure, it was discovered that the existing back/side yard and/or roof drainage pipe at 618 Cypress Way East extended into the ROW, which is not allowed per current Collier County standards. This change is to allow the investigation of the existing private property drainage pipes and to add a bubble up structure at 618 Cypress Way East. This was an unforeseen condition and requires immediate attention to avoid potential flooding on private property. Attachments: If a claim is made that the above change(s) have affected Contract/Allowance 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 Method of determining change in Contract Times: Contract/Allowance Price: ❑ Unit Prices ❑ Contractor's records C Lump Sum Engineer's record ® Time & Material ❑ Other ❑ Other Estimated increase or(decrease) in Allowance: Estimated change in Contract Time: $TBD TBD RECOMMENDED: AUTHORIZED: yar�c�0i Mee°,7:74 BullertBenjamin k :Opm Wu. ` • . .23 4 a o�e 'rp,00 ncKe.yoM.ix.,x Benjamin Bullert- Supervisor- Project Management for • By: Justin Frederiksen, PE By: Diana Dueri, PMP Project Manager Owner's Representative 16C3 • • • • • /�l A7Ep XB /gr' i i HASKINS INC. d -J 10956 Enterprise Avenue • Bonita Springs,FL 34135 PH- (239)947-1 B46 FAX(239)947-3857 BILLED TO: Collier County P.O.II: 4500223134 . INVOICES: COMMENCEMENT DATE: INVOICE DATE: a6113rz024 DATE&TIME CALL REC'VD: WORK ORDER 8: COMPLETION DATE: DESCRIPTION OF WORK Connect Existing 12"Root Drain Pipe In Bubble PERFORMED: up Basin on private property STANDAR AFTER EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR DESCRIPTION NUMBER D STND HRS. HRS OH/ AFTER HRS, TOTAL OF MEN HRS./MA/MA UNIT PRICE MAN UNIT PRICE 45 TN EXCAVATOR HR $ 275.00 $ - PROJECT MANAGER $ 110.00 $ 165.00 $ - 40 TN EXCAVATOR W!HAMMER HR $ 280.00 $ - SUPERINTENDENT 1 4 $ 90.00 $ 135.00 S 360.00 26 TN EXCAVATOR HR 5 185.00 S - FOREMAN 1 10 $ 75.00 $ 112.50 $ 750.00 MIDI EXCAVATOR HR $ 140.00 $ - EQUIPMENT OPERATOR 1 10 $ 70.00 $ 105.00-$ 700.00 MINI EXCAVATOR 10 HR $ 130.00 $1,300.00 LABORER 1 10 $ 45.00 $ 67.50 $ 450.00 MINI EXCAVATOR W I HAMMER HR $ 150.00 $ FLAGGER $ 45.00 $ 67.50 $ - RUBBER TIRE BACKHOE HR $ 110.00 $ - MECHANIC $ 75.00 $ 112.50 5 - 20 TN LOADER HR $ 185.00 S PIPE LAYER 2 10 $ 65.00 • 5 97.50 $ 1,300.00 i 16 TN LOADER HR $ 150.00 S - WELDER $ 225,00 $ 337.50'$ - 6 TN LOADER i HR $ 115.00 $ - LABOR SUBTOTAL: 5 3,560,00 BOX BLADE HR $ 95.00 $ • i TRACK SKID STEER HR S 95.00 Si 16,000 LB DOZER HR $ 110.00 $ - MATERIALS INCLUDING 10%MARK UP 36,000 LB DOZER HR $ 130.00 $ - MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL MOTOR GRADER(SMALL) HR $ 110.00 5 - $ - MOTOR GRADER(LARGE) HR $ 125.00 $ - 12"Pipe and bubble up basin $1.00 LS $556.22 $ 556.22 PAVER(SMALL) HR $ 105.00 $ - $ - ! ASPHALT MILLING MACHINE HR S 375.00 $ - $ - F 3 TON VIBRATORY ROLLER HR S 45.00 $ • S - �_ 6 TON VIBRATORY ROLLER HR $ 55.00 5 - $ - 3-TON ASPHALT ROLLER HR $ 45.00 5 - S - 7-TON ASPHALT ROLLER HR $ 55.00 5 - S - DUMP TRUCK HR $ 125.00 $ - $ - • ROLL OFF TRUCK HR $ 135.00 S - SubTotal $ 556.22 • LOWBOY TRACTOR HR $ 145.00 5 - 10% $ 55.62 l 2 1/2 TON FLATBED HR $ 65.00 $ - Tax S 33.37 ROCK CRUSHER HR $ 290.00 $ - Fuel Surcharge $ SCREENER PLANT HR $ 270.00 $ - Freight $ - SOIL STABILIZER HR $ 235.00 $ - TOTAL: $ 645.22 STREET SWEEPER HR S 50.00 $ - • LIGHT PLANT HR 5 20.00 $ - • VACCUM TRUCK HR $ 200.00 $ • SUBCONTRACTORS INCLUDING 10%MARK UP • VACCUM WAGON HR $ 85.00 $ - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL PUMPER TRUCK HR $ 300.00 S - $ - WATER TRUCK HR $ 125.00 $ • Sod $ 800.00 SF 50.55 $ 440.00 MOT-BARRIER WALL(EA.) HR $ 3.00 $ - $ - MOT•BARRELL(EA.) HR $ 1.25 S - $ - MOT-CONES(EA.) HR $ 0.50 $ - $ - MOT-SIGNS(EA.) HR $ 1.00 $ - - $ - • • • • 20CY DUMPSTER HR 5 25.00 $ - $ - 3"HYDRAULIC PUMP HR $ 55.00 $ - $ - 4"HYDRAULIC PUMP HR $ 65.00 $ - 5 - • • 6"HYDRAULIC PUMP HR $ 75.00 $ - _ $• - ii 8"HYDRAULIC PUMP HR $ 85.00 $ - SubTotal $ 440.00 10"HYDRAULIC PUMP HR $ 105.00 $ - 10% $ 44.00 • WELL DRILLIG RIG HR $ 225,00 $ - Tax $W• ELL POINT SYSTEM HR $ 250.00 $ - . TOTAL: $ 484.00 • • 6"VACUUM PUMP HR $ 50.00 S - 8"VACUUM PUMP HR $ 70,00 $ - 2"ELECTRIC PUMP 10 HR $ 15.00 $ 150.00 • PLATE COMPACTOR HR $ 20.00 $ - • TRENCH BOX HR 5 40.00 $ - • • • • PICK-UP TRUCK W/TOOLS 10 HR $ 25.00 $ 250.00 • • EQUIPMENT SUBTOTAL: S 1,700.00 • • • TOTAL DUJEI $6r3B9.22 1 6 C3 0 FERGUSON® FEL-NAPLES WATERWORKS#136 Deliver To: W� �3 3801 PROSPECT AVE From: Joderek Adams Haskins Estimate WATERWORKS NAPLES,FL 34104 Comments: Backup Phone:239.643-4970 Fax:239-643-4945 13:23:43 JAN 10 2024 Page 1 of 2 FEL-NAPLES WATERWORKS#136 Price Quotation Phone: 239-643-4970 Fax:239-643-4945 Bid No: B319134 Cust Phone: 239-947-1846 • Bid Date: 01/10/24 Terms: NET 10TH PROX Quoted By: JA Customer: HASKINS INC Ship To: HASKINS INC 10956 ENTERPRISE AVENUE 10956 ENTERPRISE AVENUE PALM RIVER PUBLIC UTILITI PALM RIVER PUBLIC UTILITI BONITA SPRINGS, FL 34135 BONITA SPRINGS, FL 34135 Cust PO#: Job Name: PALM RIVER Item Description Quantity Net Price UM Total 4"CONNECTION N900 9 TPRD C/BASIN W/DBL OUT 6 29.640 EA 177.84 N990 9 GREE SQ GRATE 6 38.280 EA 229.68 ND51243 3-4 UNIV LCK OUT ADPT 6 7.460 EA 44.76 N1206 UNIV PLUG FI C/BASIN 6 5.110 EA 30.66 SUBTOTAL 482.94 6"CONNECTION N1200 12X12 C/BASIN W/2 OUT 1 41.870 EA 41.87 N1212 12X12 GREE GRATE F/C/BASIN 1 45.790 EA 45.79 N1266 6 UNIV OUT 1 8.510 EA 8.51 N1206 UNIV PLUG F/CIBASIN 1 5.110 EA 5.11 SUBTOTAL 101.28 12"CONNECTION A1276WT 12X6 W/TITE RED 1 262.320 EA 262.32 A06650020IBDW 6X20 F2648 W/TITE SLD HDPE PIPE 20 4.440 FT 88.80 N2706AG 'NLA 6 UNIVERSAL INLINE DRN W/GRAT 1 205.100 EA 205.10 SUBTOTAL 556.22 --- — Net Total: $1140.44 • Tax: $68.44 Freight: $0.00 Total: $1208.88 HOW ARE WE DOING? WE WANT YOUR FEEDBACK! Scan the QR code or use the link below to � complete a survey about your bids: f� ? . htt s:llsurve .medallia.coml?bidsorder&fc=127&on=47354 a ,- ,. p v 16C3 Haskins Invoice • jHASKINS INC. • 'r .F i0956En ter pries Avenue•Bonita 9prin$7e,FL 34135 PH.(239)94T-1846 FAX(239)947.3857 �'1•a.n r .r • BILLED TO: Color County P.O.0: YY0O 13 COMMENCEMENT DATE: 713/2024• INVOICE DATE: 11)11M024 DATES TIME CALL REC'VD: • WORK ORDER 6: COMPLETION DATE: 1013012024 DESCRIPTION OF WORK PROJECT NAME: Palm River Pubtlo U11RIy Renewal PERFORMED: Bubble Grate eb 816 Cypress Way East STANDAR AFTER EQUIPMENT DESCRIPTION UNIT QTY STND STND NHS IDLE IDLE Nita NUMBER D STND HRS. AFTER HRS. TOTAL LABOR DESCRIPTION NRa Ow TOTAL NMI UNIT PRICE FIRS UNIT PRICE OF MEN NRS,IMA UNIT PRICE MAN UNIT PRICE N • 46 TN EXCAVATOR FIR- $ 275.00 $ 137.50 $ - PROJECT MANAGER $ 110.00 $ 155.00 $ - 40TN EXCAVATOR WI HAMMER HR 5 280.00 5 140.00 $ - SUPERINTENDENT $ 911.00 $ 135.00 5 26 TN EXCAVATOR HR S 186.00 5 92.50 $ - FOREMAN 1 5.75 5 75.00 S 112.5D 5 431.25 MIDI EXCAVATOR HR S 140.00 $ 70.00 5 - EQUIPMENT OPERATOR I 0.75 S 70.00 S 105.00 $ 52.50 MINI EXCAVATOR HR $ 130.00 $ 65.00 3 - PIPE LAYER 1 5.75 $ 65.00 $ 97.50 $ 373.75 MINI EXCAVATOR W 1 HAMMER HR $ 150.00 $ 75.00 $ - LABORER 1 17.25 $ 45,00 5 57.50 $ 776.25 RUBBER TIRE BACKHOE HR - S 110.00 $ 55.00 5 • MECHANIC $ 75.00 5 112.50 $ 20 TN LOADER' HR I 0.75 S 155.00 $ 02.50 $ 138.75 WELDER $ 225.00 $ 337.50 $ 16 TN LOADER HR $ 150.00 $ 75.00 5 - LABOR SUBTOTAL; 5 1,633.75 8 TN LOADER HR 5 115.00 5 57.60 5 • BOX BLADE HR 5 9500 $ 47.50 S • . TRACK SKID STEER HR $ 95.00 $ 47.50 $ . MATERIALS INCLUDING 10%MARK UP • • 15,001 LB DOZER HR. S 110.00 S 55.00 $ - MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 38,000 LB DOZER HR $ 130.00 $ 65.00 $ - Ferguson I LS $155.51 $ 158.51 MOTOR GRADER(SMALL) I1R $ 110.00 $ 55.00 $ • MOTOR GRADER(LARGE) HR 5 125.00 5 62.50 $ • 5 PAVER(SMALL) HR $ 105.50 5 52.50 5 - $ • ASPHALT MILLING MACHINE HR S 375.00 $ 187.50 5 • 5 - 3 TON VIBRATORY ROLLER HR 5 45.00 $ 22.50 5 - $ - 6 TON VIBRATORY ROLLER HR $ 55.00 5 27.50 5 $ _ 3-TON ASPHALT ROLLER HR S 45.00 $ 22.50 $ $ 7-TON ASPHALT ROLLER HR 5 55.00 $ 27.50 5 $ • DUMP TRUCK HR S 125.00 $ 62.50 $ - SuhTalel $ 156.51 ROLL OFF TRUCK HR $. 135.00 $ 67.50 $ • 10% S 15.85 LOWBOY TRACTOR HR 5 145.00 S 72.50 $ - Ten 5 10.31 1 112 TON FLATBED HR 5 86,00 S 32.50 $ . Fuel Surcharge $ - ROCK CRUSHER ' HR $ 290.00 5 145.00 S . Freight SCREENER PLANT HR $ 270.00 3 135.00 $ . TOTAL: $ t64.67 I' SOIL STABILIZER HR $ 235,00 $ 117.50 5 • - �i STREET SWEEPER HR $ 50.00 5 25.00 $ - 1 LIGHT PLANT HR $ 20.00 S 10.00 $ • SUBCONTRACTORS INCLUDING 15%MARK UP VACCUM TRUCK HR $ 200.00 $ 100.00 5 - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL VACCUM WAGON HR S 35.00 $ 42.50 $ - 5 • PUMPER TRUCK HR $ 300.00 $ 160.00 $ • $ • WATER TRUCK NR S 125.00 $ 62.50 $ • 5 MOT-BARRIER WALL(EA.) HR 5 3.00 5 1.50 $ ' _ _ $ - MOT-HARRELL(EA.) HR $ 1.25 S 0.63 S - $ - MOT-CONES(EA.) HR - 5 0.50 S 0.25 S - $ - MOT•SIGNS(EA.) HR $ 1.00 $ 0.50 $ - 5 20CY DUMPSTER EA 5 475.00 S 237.50 $ • $ • 3"HYDRAULIC PUMP HR S 55.00 S 27.50 $ - 6 4"HYDRAULIC PUMP HR $ 65,00 $ 32.60 5 - S - 8"HYDRAULIC PUMP HR $ 75.00 $ 37.50 5 • Sublole1 5 - 8"HYDRAULIC PUMP 11R $ 85.00 $ 42.50 5 - 15% _ 5 • 10"HYDRAULIC PUMP HR S 105.00 3 52.50 $ - Tee S - j'• WELL DRILLING RIG HR 5 225.00 $ 112.50 $ - • TOTAL: $ - WELL POINT SYSTEM HR 5 250.00 5 125.00 5 - 6"VACUUM PUMP HR $ 50.00 $ 26.00 S • 6"VACUUM PUMP HR $ 70.00 $ . 35.00 5 - I 2"ELECTRIC PUMP HR S 15.00 $ 7.50 3 • PLATE COMPACTOR HR $ 20.00 $ 10.00 $ - TRENCH BOX HR S 40.00 3 20.0D $ - PICK-UP TRUCK WI TOOLS HR I 5.76 5 25.00 S 12.50 S 143.75 EQUIPMENT SUBTOTAL: $ 282.5D TOTAL DUE: $2,100.92 i• • • , • • 16C3 wD #13 Haskins Invoice 0 FERGUSON Backup INVOICE NUMBER TOTAL DUE CUSTOMER PAGE 1646472 $168.82 47354 1 of 1 WATERWORKS 17323 JEAN STREET PLEASE REFER TO INVOICE NUMBER WHEN FT MYERS, FL 33967-9998 MAKING PAYMENT AND REMIT TO: FEL-FT.MYERS WATERWORKS#127 PO BOX 100286 Please contact with Questions: 239-433-0555 ATLANTA,GA 30384-0286 MASTER ACCOUNT NUMBER:188628 SHIP TO: COUNTER PICK UP 17323 JEAN STREET HASKINS INC FT MYERS, FL 33967-9998 10956 ENTERPRISE AVENUE PALM RIVER PUBLIC UTILITI BONITA SPRINGS,FL 34135 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE. WHSE. IQ 127 127 FL2LEE 3629 082 PALM RIVER PUBLIC UTILITI 07/03/24 91045 ORDERED SHIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT 2 2 A0494WT 4 W/TITE 45 ELL 33.940 EA 67.88 1 0 A0413WT 4X4 WT 4X4 HDPE DU WALL COUP EA 0.00 20 20 A046500201BDW 4X20 F2648 W/TITE SLD HDPE PIPE 2.360 FT 47.20 1 1 A0499WT 4 W/TITE 90 ELL 33.940 EA 33.94 1 N13 4 GREE RHO GRATE 4.950 EA 4.95 1 1 A0412AA 4 N12 HDPE SNAP COUP 4.540 EA 4.54 INVOICE SUB-TOTAL 158.51 TAX Lee 10.31 LEAD LAW WARNING:IT IS ILLEGAL TO INSTALL PRODUCTS THAT ARE NOT"LEAD FREE"IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH"NP IN THE DESCRIPTION ARE NOT L:AD FREE AND CAN ONLY BE INSTALLED IN NON-POTABLE APPLICATIONS.BUYER IS SOLELY RESFONSIBLE FOR PRODUCT SELECTION. i'. Looking for a more convenient way to pay your bill? 0 Log in to Ferguson.com and request access to Online Bill Pay. -1 3 t I I TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $168.82 All past due amounts are subject to a service charge of 1.5%per month,or the maximum allowed by law,if lower.If Buyer fails to pay within terms,then in addition to other remedies,Buyer agrees to pay Seller all costs of collection,including reasonable attorney fees.Complete terms and conditions are available upon request or at https://www.ferguson.comlcontent/website-info/terms-of-sale,incorporated by reference.Seller may convert checks to ACH. 16C3 WD #13 Haskins Invoice BaCkUu m HASKINS INIC. 10956EnterprlaoAvanuo• BonitaSprinue,FL34135 PH. (239)947-1646 FAX(239)947 3857 DAILY REPORT OF CONSTRUCTION Contractor's Name:Haskins Inc. Date: Wednesday,July 3,2024 Project Description: PO it: 450023134 Buble Up Structure @ 618 Cypress Way East Onsite Personnel Total Hours Total Hrs from 4 PM from to 7AM Job Title # Worked From: Worked Until: 7AM to 4 PM Total Hours (plus weekends& (only weekdays) Holidays) Project Manager 0 Superintendent 0 2:00:00 PM (less 30 min • lunch and Foreman 1 7:00 AM waiting time) 5 5 Equipment Operator 0 2:00:00 PM (less 30 min lunch and Pipe Layer 1 7:00 AM waiting time) 5 5 Pipe Layer 0 2:00:00 PM (less 30 min lunch and Laborer 3 7:00 AM waiting time) 5 15 Laborer 0 Driver-Roll Off 0 Driver-Lowboy 0 Description Work Performed Equipment on Site Total Stand Total Idle Total Hours of Description if Hours per Hours per Equipment On Equip Equip Site Notes Roll Off Truck 0 Lowboy 0 • • 20TN Loader Pick Up Truck w/Tool 1 5.00 5 0 0 0 0 • 0 0 0 0 u u Completed By:Ben Elwell.President 1 6 C3 WD #13 Haskins Invoice *Ant? wPcoN, v,u.e,4} Backup I pp t 10956 Enterprise Avenue • Bonita Springs,FL34135 PH. (239)947.1846 FAX(239)947-3857 %u6 7'33'a DAILY REPORT OF CONSTRUCTION Contractor's Name: Haskins Inc. Date: Wednesday,October 30, 2024 Project Description: PO 4: 450023134 Buble Up Structure @ 618 Cypress Way East I I Onsite Personnel Total Hours Total Hrs from 4 PM to 7AM Job Title # Worked From: Worked Until: 7 AMrt 4 PM (plus weekends& Total Hours (only weekdays) Holidays) Project Manager 0 Superintendent 0 Foreman 1 1:15 PM 2:00 PM 0.75 0.75 Equipment Operator 1 1:15 PM 2:00 PM _ 0,75 0.75 Pipe Layer 1 1:15 PM 2:00 PM 0.75 0.75 Pipe Layer 0 Laborer 3 1:15 PM 2:00 PM 0.75 2.25 Laborer 0 Driver- Roll Off 0 Driver- Lowboy 0 Description Work Performed Equipment on Site is Total Stand Total Idle Hours Total Hours of Description ## Equipment On Hours per Equip per Equip Site Notes Roll Off Truck 0 Lowboy 0 20 TN Loader 1 0.75 0.75 Pick Up Truck w/Tool 1 0.75 0.75 O 0 O 0 O 0 0 0 jj 0 0 • Completed By: Ben Elwell, President is 16C3 WD#13 Haskins Invoice Backup Public tlkltfis Cofer County DAILY REPORT OF CONSTRUCTION Reveal Public Utilities Department tme PALM RIVER PUR AREAS 1 AND 2 Engineering&Project Management Division CONSTRUCTION PROJECT Stantec Date:7/3/2024 RPRs: Scott Sikorski Stantec PIN: 177311742 Accidents ❑Yes No Day of Week:Wednesday Contract Day: 441 Total Days: 573/603 Accident Report#: HIGH TEMP(F): 94°F AM Conditions: Partly PM Conditions: Partly N/A LOW TEMP(F): 77°F Cloudy Cloudy/ Rain General Remarks #1- Prime Contractor—Haskins: Cypress Way East, Golfview Drive, Palm River Blvd., Pompano Drive, Eastwood Drive Dean (SS): • Contractor on site to assist and supervise crews. Pompano Drive Phase 2 Cory's Crew(SS): • Station 5+00± to Station 2+10±: Contractor graded the south right-of way along Pompano Drive, between houses#640 and #524 Pompano Drive. • Station 4+00± to Station 2+20±: Contractor graded the north right-of way along Pompano Drive, between houses#633 and #527 Pompano Drive. #3-Subcontractor—Superior Interlocking Pavers: Pompano Drive Phase 2 Jack's Crew(SS): • Station 2+00±: Subcontractor continued restoring paver driveway to house #524 Pompano Drive. Subcontractor placed coarse sand base on limerock base.Subcontractor began replacing driveway paver bricks. Paver driveway will be measured for payment when completed. #4-Subcontractor—Surface Worx: Pompano Drive Phase 2 Primo's Crew(SS): • Station 3+20±, 5+50±:Subcontractor continued restoring decorative driveway to houses#551 and #645 Pompano Drive. Subcontractor pressure washed new concrete and existing decorative portion of driveway.Subcontractor applied intermediate coating on driveway,then hand etched design. Decorative coating/finishes will be measured for payment when completed. Planned Activities for the week: • Contractor anticipates driveway restoration on Pompano Drive Phase 2. Palm River PUR Page 1 of 11 Areas 1 and 2 16 C3 WD#13 Haskins Invoice Backup Water System Remarks #1- Prime Contractor—Haskins: • No water activity observed today. Planned Activities for the week: • No water activity anticipated. Wastewater System Remarks { #1-Prime Contractor—Haskins: Cypress Way East Phase 2 Jamie's Crew(S5): • Station 23+15±to Station 20+79±: Contractor installed approximately 236-feet of 4-inch DR-18 PVC force main along the south right-of-way along Cypress Way East, between houses#636 and#624 Cypress Way East, Installed 4-inch force main was measured for payment. • Station 23+15±to Station 20+79±: Contractor installed approximately 236-feet of 2-inch SDR-13.5 HDPE fiber optic conduit along the south right-of-way of Cypress Way East, between houses#636 and #624 Cypress Way East. Installed 2-inch fiber optic conduit was measured for payment. Planned Activities for the week: • Contractor anticipates installing force main and fiber optic conduit in Phase 2. • Contractor anticipates installing sanitary sewer main along Cypress Way East Phase 2. Stormwater System Remarks #1- Prime Contractor—Haskins: I'. Cypress Way East Phase 2 Alberto's Crew(SS): • Station 29+80±to Station 32+71±: Contractor removed existing valley gutter and existing stormwater pipes along the north right-of-way on Cypress Way East, between houses#675 Cypress Way East and #511 Pompano Drive on Cypress Way East. Cypress Way East Phase 2 Marlo's/Alfonso's Crew(SS): WDC#13 • Station 19+90±: Contractor worked on work change directive WCD#13. Contractor installed a 4-inch bubble up structure on private property, on the end of private property backyard HDPE drainpipe, at house#618 Cypress Way East. Contractor regraded right-of-way and adjusted sanitary sewer service cleanout concrete collars. Work was measured for payment as Time and Materials. o Time: 7:00 a.m. to 2:00 a.m. (less time waiting on materials and lunch) =5 hours. o Manpower: One (1)foreman, one (1) operator,three (3) laborers. Palm River PUR Page 2 of 11 Areas 1 and 2 16C3 WD 413 Haskins Invoice Backup o Equipment: One (1)Crew truck. o Materials:Two(2) 4-inch 45 degree bends, one (1) 4-inch x 4-inch coupler, 4-inch x 9-foot length of HDPE drainpipe, one (1)4-inch 90 degree bend, one (1)4-inch bubble up structure,one (1)4-inch round grate,#57 stone, Mirafi filter fabric. Planned Activities for the week: • No stormwater activity anticipated. Dust Control Activity During the Day Location Time Time Time Time Time Pompano Drive Light Rain at 4:05 Light Rain at p.m. 5:00 p.m. Cypress Way Light Rain at 4:05 Light Rain at East p.m. 5:00 p.m. Contractor(s)and Personnel. # Name Type # Hrs Type # Hrs Type # Hrs 1 Prime: Superintendent 1 10.5 Field Supervisor 4 10.5 Pipe Layer 2 10.5 Haskins Operator 3 10.5 Laborer 15 10.5 Truck Driver 2 9.5 2 Sub/Utility:YPC Technician 0 0 Sub/Utility: Suprior 3 InterlockingField Supervisor 1 8 Laborer 4 8 Pavers 4 Sub/Utility: Field Supervisor 1 7 Laborer 1 7 Surface Worx Contractor(s) Equipment(Active or Idle) Cont/ Equipment # # Used Total Hours Used Sub# ID Description Pieces 1 - Front End Loader 3 3 10.5 1 - Track Hoe 5 4 10.5 1 - Crew Truck 4 4 10.5 1 - Dump Truck 2 2 9.5 1 - Water Truck 1 0 0 2 - Crew Truck 0 0 0 3 - Crew Truck 1 1 8 4 - Crew Truck 1 1 7 Visitors Name Company Hours at Job Site From: To: Palm River PUR Page 3 of 11 Areas 1 and 2 1 6 C3 WD#13 Haskins Invoice Backup Public EMU- PALM DAILY REPORT OF CONSTRUCTION Ca -rer County e Public Utilities Department RIVER PUR AREAS 1 AND 2 Engineering&Project Management Division CONSTRUCTION PROJECT Sta ntec Date: 10/30/2024 RPRs: Scott Slkorski Stantec PIN: 177311742 Accidents EYes No Day of Week: Wednesday Contract Day: 556 Total Days:573/603 Accident Report#: HIGH TEMP(F): 87°F AM Conditions:Clear PM Conditions: Partly N/A LOW TEMP(F): 71°F Cloudy General Remarks #1- Prime Contractor—Haskins: Cypress Way East, Golfview Drive, Palm River Blvd., Pompano Drive, Eastwood Drive Deon (SS): • Contractor on site to assist and supervise crews, • Progress Meeting at 9:00 a.m. • Contractor removed native soil and tree root spoil piles along Cypress Way East and Eastwood Drive, Cypress Way East Phase 2 • Deon (SS): • Station 35+20±: Contractor superintendent and Senior RPR measured for payment removed and replaced north paver brick driveway at house #481 Cypress Way East (removed = 30,62 SY, replaced = 30.62 SY). is Pompano Drive Phase 2 Deon(SS): • Station 13+10±: Contractor superintendent and Senior RPR measured for payment removed and replaced paver brick driveway at house #693 Pompano Drive (additional removed= 8,07 SY, replaced = 35.54 SY). Cypress Way East Phase 2 Deon(SS): • Station 32+90± to Station 47+31±: Contractor superintendent and Senior RPR measured for payment removed and replaced concrete sidewalk along the east side of Cypress Way East, between houses#494 Cypress Way East and east of house #333 Cypress Way East (6-feet wide x 1041 LF =694.07 SY). Cypress Way East Phase 2 Cory's Crew(SS): • Station 41+30±,42+00±: Contractor finish graded north and south driveways at subgrade elevation, for concrete driveway restoration, at house#433 Cypress Way East. Palm River PUR Page 1 of 13 Areas 1 and 2 1 6 C3 WD#13 Haskins Invoice Backup • Station 28+30±: Contractor excavated and compacted east driveway to approximately sub-base elevation, then placed graded and compacted approximately 6-inches of limerock base on sub-base, for paver driveway restoration, at house#668 Cypress Way East. • Station 36+00±: Contractor excavated and compacted south driveway to approximately sub-base elevation, then placed graded and compacted approximately 6-inches of limerock base on sub-base, for paver driveway restoration, at house#681 Cypress Way East. Cypress Way East Phase 2 Darrel's Crew(SS): • Station 37+70±to Station 47+31±: Contractor worked on finish grading the east right-of-way, between sidewalk and valley gutter along Cypress Way East, between house#446 and east of house#333 Cypress Way East. • Station 45+50±to Station 44+10±: Contractor worked on finish grading the west right-of-way, between along Cypress Way East, between house#401 and #409 Cypress Way East. Palm River Blvd. Phase 1 Alberto's Crew(SS): • Station 8+29±, 6+50±: Contractor placed Floratam sod at installed private property drainpipes in the right-of way and on private property, at the south side of house #454 and north side of house#436 Palm River Blvd. Eastwood Drive Phase 2 Alberto's Crew(SS): • Station 0+50± to Station 0+10±: Contractor worked on finish grading the east right-of-way, adjacent to existing pump station 103.06, adjacent to house#504 Eastwood Drive. #2- Subcontractor—Curb King: • No activity observed today. #3-Subcontractor—Superior Interlocking Pavers: Cypress Way East Phase 2 Jack's Crew(SS): • Station 36+30±: Subcontractor placed, graded and compacted coarse sand base on previously placed limerock base in north driveway, then began replacing paver bricks in driveway at house #473 Cypress Way East. Removed and replaced paver driveway will be measured for payment when completed. #4-Subcontractor—Roque Lawn Maintenance: Eastwood Drive Phase 2 Javier's Crew(SS): • Stations 2+50±, 1+50±:Subcontractor restored irrigation systems along the eastside of Eastwood Drive at houses #526, #518 Eastwood Drive. o Senior RPR observed subcontractor test restored irrigation system for coverage at house#518 Eastwood Drive. Palm River PUR Page 2 of 13 Areas 1 and 2 16C3 WD#13 Haskins Invoice Backup #5 -Subcontractor—Surface Worx: Eastwood Drive Phase 2 Prima's Crew(SS): • Station 2+20±:Subcontractor applied concrete bonding agent, then applied top coating of cement coating on south driveway for decorative driveway restoration, at house #526 Eastwood Drive.Also, subcontractor applied color gray paint on new and existing portions of the decorative driveway. Decorative driveway will be measured for payment when completed. Cypress Way East Phase 2 Primo's Crew(SS): • Stations 22+20±, 22+80±: Subcontractor used water and sand blast system and began removing the previously applied color gray paint on existing portion of the decorative driveways at house#630 Cypress Way East. Decorative driveways will be measured for payment when completed, #6-Subcontractor—Affordable Sod and Trucking: Pompano Drive Phase 2 Crew(SS): • Station 9+90±to Station 10+70±:Subcontractor placed Floratam sod in the south right-of-way, at house#678 Pompano Drive, Planned Activities for the week: • Contractor anticipates driveway and irrigation system restoration on Cypress Way East and Eastwood Drive Phase 2. Water System Remarks #1-Prime Contractor—Haskins: Cypress Way East Phase 2 Alberto's Crew(SS): • Station 33+19±: Contractor placed concrete forms with approximate dimensions of 18-inches x 18- inches x 6-inches deep and placed hand mixed Quikrete high strength concrete mix, for water main gate valve box concrete collar, at the northeast corner of Cypress Way East at Eastwood Drive. o Contractor placed four (4) lengths of#3 reinforcement steel deformed bars in the concrete. Planned Activities for the week: • No water activity anticipated. Palm River PUR Page 3 of 13 Areas 1 and 2 1 6 C3 WD#13 Haskins Invoice Backup Wastewater.System Remarks #1 - Prime Contractor—Haskins: Cypress Way East Phase 2 Alberto's Crew(SS): • Station 34+96±: Contractor adjusted elevation of new manhole SMH-228 ring and cover to finish grade, adjacent to house #489 Cypress Way East, o Contractor used plastic riser rings to adjust elevation of ring and cover. o Contractor placed hand mixed Quikrete high strength concrete mix around manhole ring and cover. Planned Activities for the week: • No wastewater activity anticipated. Stormwater System Remarks #1 - Prime Contractor—Haskins: Cypress Way East Phase 1 Alberto's Crew(SS): • Station 3+40±: Contractor placed Floratam sod around inline drain S-102, between driveways at houses #503 and#509 Cypress Way East. Cypress Way East Phase 1 Alberta's Crew(SS): WDC 1'13 • Station 19+90±:Contractor worked on WDC#13, private property 4-inch HDPE drainpipe,at house#618 Cypress Way East. Work was measured for payment as Time and Materials. Contractor placed Floratam sod in the right-of-way at #618 and placed Bahia sod at #612 Cypress Way East, between the edge of pavement, between driveways and along new concrete sidewalk, on private property and in the south right-of-way. o Time: 1:15 p.m.to 2:00 p.m. =0.75 hours o Manpower: One(1) Foreman, one (1) operator, one (1) pipe layer, three (3) laborers. o Equipment: One (1)front end loader, one (1) crew truck. o Materials: 189.64 square feet of Floratam sod, 48.48 square feet of Bahia sod. Planned Activities for the week: • No stormwater activity anticipated. Palm River PUR Page 4 of 13 Areas 1 and 2 16C3 LWD#13 • Backup Justin Frederiksen From: Diana Dueri <Diana.Dueri@colliercountyfi,gov> Sent: Friday, November 15, 2024 9:54 AM To: MLAGO@HASKINSINC.NET;Justin Frederiksen; Eddwie Perez; Martha Hartsfield Cc: Stephanie Hernandez;rmacphee@haskinsinc.net; belwell@haskinsinc.net Subject: RE: PR Areas 1 &2 WDs and CO#3 Approved. Thankyou, Diana Dueri PMP Project Manager III i )� Public Utilities Engineering & Project Management Y. Office:239-252-4218 l Count Mobile:239-601-1290 F x I a' Diana.Dueri( colliercountvfl.gov From: Mabel Lago<mlago@haskinsinc.net> Sent: Monday, November 11, 2024 2:50 PM To:Justin Frederiksen <JFrederiksen@gradyminor.com>; Eddwie Perez<EPerez@gradyminor.com>; Martha Hartsfield <mhartsfield@gradyminor.com>; Diana Dueri<Diana.Dueri@colliercountyfl.gov> Cc:Stephanie Hernandez<shernandez@haskinsinc.net>; Ryan MacPhee<rmacphee@haskinsinc.net>; Ben Elwell <belwell@haskinsinc.net> Subject:Re: PR Areas 1&2 WDs and CO#3 EXTERNAL EMAIL:This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good afternoon: Per Ryan's request,please see attached for your records. Haskins would like to request 1 day to be added to the contract time for work completed under WD#13. Thank you, • 16 C3 Collier County Engineering & Project Management Divisionp #14 j WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: WORK DIRECTIVE# 14 #22-7992R Palm River PUR Areas 1 &2 PURCHASE ORDER#: 4500223134 DATE OF ISSUANCE: June 25,2024 OWNER: Collier County Board of Commissioners PROJECT#: 70257.4,60234.5.1 CONTRACTOR: Haskins, Inc. ENGINEER/DESIGN PROFESSIONAL: Q. Grady Minor& Associates, P.A. I 1 You are directed to proceed promptly with the following change(s): Description: Contractor shall remove the unidentified and unmarked perforated drainage pipe that was tested and found to contain asbestos. Purpose of Work Directive Change: The contractor located an unmarked and unidentified pipe while potholing on Cypress Way E in Area 2. The pipe material was tested and found to contain asbestos. Work directive#6 was issued on May 22,2023, directing the Contractor to remove unmarked perforated drainage pipe containing asbestos and all the pipe removed as of June 24, 2024 will he included in CO #2. This work directive directs the Contractor to remove any additional perforated drainage pipe that contains asbestos as part of this Public Utilities Renewal Project. Reason/Justification: The unidentified pipe was tested and results came back positive for asbestos. Collier County has an Asbestos Removal Plan in place that details the safe work practices whenever asbestos containing material is disturbed. Although this pipe is not identified in the construction plans nor in any known County records, in accordance with Collier County's Asbestos Removal Plan, the pipe shall be removed with this Public Utilities Renewal Project at the contracted unit cost for removing asbestos pipe. Attachments: N/A If a claim is made that the above change(s) have affected Contract/Allowance 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). is Method of determining change in Method of determining change in Contract Times: Contract/Allowance Price: ® Unit Prices ® Contractor's records ❑ Lump Sum ❑ Engineer's record ❑ Time & Material ❑ Other ❑ Other Estimated increase or decrease in Allowance: Estimated change in Contract Time: TBD TBD • PLC M ENDED: AU PRIZE : ustin Frederiksen, PE y: Lana Dueri, PMP Project Manager Owner's Representative 6/25/2024 1 6 C3 WD #14 EXHIBIT A-1 Backup BID SCHEDULE Bid Schedule 22.7992R Palm River Public Utilities Renewal Project Areas 1 end 2 1111.1 NO. DIK6m110N UNIT 1110611101 !SI,OT1. AMOUNT(1) .. 11CTION 1:01011111 1.1000.4104/04/4610171V..(M64 I01I Al 1.111 NA,3w0wt 41 13 1144P303 1 1114,000 W YNWrniAls 1.1 .4i644404 Of 7r0111e N $10013300/ S101000.00 LI 146/m10/n FA 41.11001 13,10000 • 1.4 ion•ellTv101Nw10N4t1AA IS S11101007 S111,00100 Lf n.(4A70VIC.n S•1,1 61041/1.1,11111 LS 11,6C0 CO 14,04:000 1.4 00s1.(0.1Nur1N.01A1a IS 11,100.00 $1.00040 • LI C1411441 4 010 40M1 ES 541.06101 30416140 1.1 VA1llMrp14•010141 11 114,100 CO 111,10303 L1 P 00044,1112414,4A13531.1.N1fO*7N IA 1705070) 11 3711,0400) 1.10 10706014.4041•t•G000.,1.+70111,..4416Y71014100.4 SY I 11400 1 41 S716,106 117 Lll r. n4 A.m. . Ste/.LIRA 0..611N1.04y SY 1 51/.10 I SS S11.341.50 1.11 4.91.10.141010Y 1 towel. SI 53171 L 31 S11L179,00 0 4701.411 SY 331.11 I,II SS1,91111 II 61007' Sr SA000 1.SS 4700.400W 413 1.44wa7 Gllntr AAA NsicON SY 111001 770 4105.010co L14 IN non,010w1.,006y4U 1.Y11011111w.! 17 1101.113 004 540.60000 LI7 I1010014 re 14441.51 SY 311.71 0) 141,19100 1,1E N1w1M.w.1A $r S11.1S 1.110 $111,417.0 1.17 1141.14111.W.rn1n11 ST 11100) 10 31.10000 LII 10n l6 Mowry Tit.A..wlaf EA 11,1,400 III S110,70001 LIP ALIW 119ief•1t0tlO IIP1114maa1 IA 11071001 A0 $111,030W • 1.10 141.1.01 64 VI Poll CA 11.67000 6 113.31003 • 1.I1 Oren 0 MNw0MIUTAA NAl14n 1n.1M1a DA 1010104r CA un I IIAI 3110,mI.O0 1 5710,11p103 000141104wN Mrn1d�' ACC 010N 1 L0111111.411101101A1 S7a41,13).11 31I14 M. 011411774111 VIII 0uf MCI ILL QTY. AA.OUNTiol 11CII041 1:WAN A 40 M I 3.1 WNII100101110.1.7A 1 1.I340 C54NOAI1 PVC 41 11000 ).114 1711071.07 A 1.1100C6000A11SVC 11 111100 5,117 611,172.71 I4 10+040124030111 IYC 46 141,0.1 7111 1111,144.70 14 1010140110011 II 119000 SOS S11,410.10 • • 1.1 WNNM.4W71t.I 01n 1 LS 341.00000 1 SA1,00007 !.l On.VA4.7 t FIn1A 11M V14. EA $7,410M LI S7i,4101A1, I I F1wN ON•V.IY. to $I,S13.1q 03 571.19100 i 10inef ON.V0.. SSSSSCO_.._li. 136,10500 i L4 ' {DI NWNN A1Nm00N EA $1161,00 ID 1 S11f,TW 00 !.5 WNN{.70.. I soon l•N.Sono* IA $1.19103 II 311.100 0 a 4NA110w1NS91YN A IA 41,1ADro 4e _ Ss1,010110 11 la./Slntlf SrlMw SA $7,700 CO AO 411,00010 I. Lan100.1,S.M4. IA f7,153C0 II 141,11100 L6 WNNMw1e.,NNN NNt,Au 1.t1114w N.M. 1 1 II•at Mo.I041 nd11116.4114wiy 44.46.Iw400n1164.lI.41 IA 1173.IVI III 1113.1001 AHr.,I.NNw O nII.4Ms.7I6g1 1Vt f+11IN1NN4, FA I $1,10000 46 $77,60000 I. L7 C10AS10.1 IA 1ON116 WMNI M. t 310/11NAO4 Lanz 640,PVC VOA•1.0A0.I rll0 Nom Oa.4.1 I. 9 INrn AA4114.4.1i4 Fell.AC WM to $1,11000 I 11AA0/11 i, II 07$1w6W,y ENM0w1N AC WM FA 14,70000 S1,10000 I. tow N6 WAY Iw117VA reWM CA 16175.00 10.01100 4 4 Imp400 O.410,1N MIA PVC WM LA 1114490O 46,47100 I Y1 CYp06WW FAO FA N.ACWA1 IA Sf11500 11,11100 • N a*Ww0w4A1VC WM IA 57,1701A 11.10300 1.1 MUvn.M pourb4e..lf,wp470w11 FA 1107310 (0.0130) ` 4.6 .111M1.N.VAM4 IA 1114001 9 410Ot003 7,10 C600111 A7w1M1.1A LMA..0..1 EA 13,471C0 1 $Sp 01100 ill Ftm. . Un r: ANb U n LOW.WN.r MaM LA SI,171 07 6 19.I1003 IA 144 aD 1,IS Si/T60100 I Mm 1.11 10.A Iw1 .nl of 1.11001 woo/011l6 C7 SSSW 1 S $1.11106 7.M Owww A04w.M6Ai IAA AN.4t4a..A.pinAvI 000000.C04.t$ 7EM 4100.IM1OO I 17trtomdD 10111N11rAl1n Muy...r 114110111 tWAIIASYI\IMs1V/T01A1 17010,11040 is I • • • • • • • • • • Page 1 of 2 16C3 WD #14 1 Backup Heavy Utility Construction Serving S.W.Florida for over 30 years Haskins inc. --- 10956 Enterprise Ave, -- - _ - — ----------Bonita Springs, FL 34.1. 5 - ------- Ph..239.94.7-.1846------- — — --- — ;. Fox.239.947.3857 Water,Sewer Drainage,Excavation I Date: 10/15/2024 Bid Title: Submitted To: Collier County Project Location: Engineer: IPlan Date: Contact: Estimated I Item Description Unit Quantity Unit Price Total Palm River Public Utility Renewal 1 General I IG-I Removal of 6"asbestos cement stormwater pipe LF 444 $ 44.00 $ 19,536.00 j 1 $ I $ - $ - I $ i $ 19,536.00 ! 3 $ 19,536.00 I f l Accepted: By: _ Haskins Inc. Date: Date: is is Ii II: I. 6 il is f: F 16 C3 WD #14 BackupPublic tJtitltles eis^— Collier County DAILY REPORT OF CONSTRUCTION S << Public UIiUes Department PALM RIVER PUR AREAS 1 AND 2 Engineering&Project Management Division CONSTRUCTION PROJECT ` St;a ntee Da :9/16/2024 RP ttSiVor i Stantec PIN: 177311742 Accidents ❑Yes ®No Day of Week: Monday Contract Day: 512 Total Days:573/603 Accident Report#: HIGH TEMP (F): 91°F AM Conditions: Partly PM Conditions: Partly N/A LOW TEMP(F): 78°F Cloudy Cloudy General Remarks #1 - Prime Contractor—Haskins: Cypress Way East,Golfview Drive, Palm River Blvd., Pompano Drive, Eastwood Drive Deon (SS): • Contractor on site to assist and supervise crews. Cypress Way East Phase 2 Cory's Crew(SS): • Station 23+30± to Station 28+30±: Contractor excavated and compacted sidewalk to approximately subgrade elevation, then assisted subcontractor Curb King placing concrete for sidewalk, between ( houses#633 and #663 Cypress Way East. • Station 27+60±: Contractor excavated and compacted west driveway to approximately sub-base elevation,for paver driveway restoration, at house #668 Cypress Way East. • Station 32+00± to Station 37+10±: Contractor removed existing concrete sidewalk along the east side of Cypress Way East, between houses#494 and#462 Cypress Way East. #2-Subcontractor--Curb King: Cypress Way East Phase 2 Jose's Crew(SS): • Station 22+30±to Station 28+30±: Subcontractor placed approximately 6-inch tall concrete forms and placed concrete to fill in new sidewalk gaps, using Preferred mix design 3000 TR1 FM4 3% 4" Fib Monofilament 1/2" 3.75#, for sidewalk along the north side of Cypress Way East, between houses #633 #663 Cypress Way East. New concrete sidewalk will be measured for payment. #3-Subcontractor—Superior Interlocking Payers: Cypress Way East Phase 2 Jack's Crew(SSJ: • Station 30+00±: Subcontractor placed, graded and compacted coarse sand base, then began replacing paver bricks for paver driveway restoration, at house #675 Cypress Way East. Restored paver driveway will be measured for payment. Palm River PUR Page 1 of 17 Areas 1 and 2 16C3 WD #14 Backup #4-Subcontractor—Roque Lawn Maintenance: Cypress Way East Phase 2 Javier's Crew(SS): • Stations 31+50±, 31+50±, 32+20±: Subcontractor restoring irrigation systems in the north right-of-way along Cypress Way East at houses #687, #686 Cypress Way East, #511 Eastwood Drive on Cypress Way East. Planned Activities for the week: jE • Contractor anticipates driveway and irrigation system restoration on Cypress Way East Phase 2. Water System Remarks #1- Prime Contractor—Haskins: • No water activity observed today. Planned Activities for the week: • No water activity anticipated. Wastewater System Remarks #1 - Prime Contractor Haskins: • No wastewater activity observed today. #6-Subcontractor— MG Electric: • No activity observed today. Planned Activities for the week: • Contractor anticipates tying in force main along Cypress Way East Phase 2. • Subcontractor anticipates startup on manhole pump station at existing SMH-101 Phase 1. Stormwater System Remarks #1 - Prime Contractor—Haskins: Cypress Way East Phase 2 Alberta's Crew(SS): • Station 45+65± to Station 45+30±: Contractor installed approximately 32-feet of 15-inch RCP stormwater pipe crossing Ibis Way,between new valley gutter inlet VGI S-512 and proposed valley gutter inlet VGI S-511, between east of house #401 Cypress Way East and vacant iot #406 Cypress Way East. Installed 15-inch RCP stormwater pipe was measured for payment. o Contractor used a 2-inch submersible pump to dewater excavation. o Contractor placed #57 stone bedding in the bottom of trench as needed prior to installing stormwater pipes. Palm River PUR Page 2 of 17 Areas 1 and 2 16C3 WD #14 Backup Cypress Way East Phase 2 Matt's and Kevin's Crews (SS): • Station 33+30± to Station 44+20±: Contractor removed existing valley gutter along the east side of Cypress Way East, between house #494 Cypress Way East and vacant lot #406 Cypress Way East. Contractor backfilled area with native soil. • Eastwood Drive Phase 2 Mario's Crew(SS): • Station 7+48±to Station 4+48±: Contractor removed existing 6-inch asbestos-cement stormwater pipe along the east right-of-way, on Eastwood Drive, between houses #612 and #562 Eastwood Drive (300 LF). Removed 6-inch asbestos-cement stormwater pipe was measured for payment. o Contractor placed caution tape around excavation. o Contractor posted required "Danger" signage at excavation. o Contractor workers wore required PPE while removing asbestos-cement stormwater main. o Contractor wrapped removed asbestos-cement stormwater main in 8 mil LLDPE plastic sleeves. o Contractor placed a "Danger" label on 8 mil LLDPE plastic sleeves containing removed asbestos- cement stormwater main. o Contractor loaded wrapped asbestos-cement stormwater main in a lined dumpster and hauled from site to contractors' storage yard. #7-Su•con ac or— `- • Eastwood Drive Phase 2 Eric(SS): • Station 7+48± to Station 4+48±: Subcontractor performed competent person duties for contractor removing existing 6-inch asbestos-cement stormwater pipe along the east right-of-way, on Eastwood Drive, between houses#612 to #562 Eastwood Drive. o Subcontractor placed an air monitor on the exclusion zone. o Subcontractor placed an air monitor on one crew member while crew member removed asbestos cement stormwater pipes. #5-Subcontractor—YPC: • No activity observed today. Planned Activities for the week: • Contractor anticipates installing stormwater system along Cypress Way East Phase 2. Dust Control Activity During the Day Location Time Time Time Time Time Eastwood Drive Cypress Way East Palm River PUR Page 3 of 17 Areas 1 and 2 1 6 C3 1 WD #141. , Backup 414 Cypress Way E Naples FL w 0 358°N (M} O 26°16'S5!N,81°46'13'tW±16ft i �-2ft F ks 3aYo m3 iyT~Y cti $ s: • Jitit3,�e� ±it., x.: 11/211. fI •� x� - sw `�=-y � 13 t" '%�, �, ��xt. ,1 '(ftY o i �' r f: 'e�' P td 1 r"{ rt t w '�i ,.,...,:i:;:,-;:,,-,,,. ,1-... .vh:w4t ,i,-1,,.44, . = ..',' '710.T:tift.... .1 11 ' I 'b ,- "..,...,;_-, - ,-.--=.:-;„.,.,.1--.,..,_--,:-.:_,,q.k.v.. ... 41.IR _ 0.r .'F j{f�a* 8 y- 1 t • h;? i ''''" .,•y, ems-, .,"44 1 '.ram ' n "f 'i s 1 y r^ r Fa r etor,corxf a �:(fng first 1tft ial,v6:soil il-'1 i over ihstalled 15-inch RCP ' 'z Pain Ri or -SSStantec I 16 Sep 2024, 110419 Contractor compacting the first lift of native soil backfill over installed 15-inch RCP stromwater pipe crossing Ibis Way,adjacent to vacant lot#414 Cypress Way East, near Sta. 45+30±. 592 Eastwood Dr Naples FL tom ' 6'35°NE (M) 'O 26°17112"N,81°46i13"W±1$ft A,14ft _ u%n'G•� �k �,#'.,.• SW 'h5'.Y3p�45, -:--"j�1 vile' 3 1 + y"`/ +G" '�.r ' �3- � �:..,.-Y' .��f /'`. rA;� �'` ,,t_. *✓tea -,-'4 I ••Ca .ill-� x .¢ N:i •,, x�d A a• wj Y.ml-caar..+nwlrc m ` + ',. .'_ Via,st�ix . r f Contractor set up exclusion zone while removing asbestos cement stormwater pipe at 592 Ea Palm River. SS Stantec 16 Sep 2Q24,08:03:35 Contractor set up an exclusion zone while removing existing 6-Inch asbestos cement stormwater pipes along the east side of Eastwood Drive, adjacent to house#592 Eastwood Drive, near Sta. 6+20±, Palm River PUR Page 7 of 17 Areas 1 and 2 1 6 C3 I WD #14— Backup 592 Eastwood Dr Naples FL (M) �p2"C ,81°46'1 " A±1'3ft ♦ 14ft .. r.._,_ Ili:fit** s . t r 7 -- ram. DANGER ' 1 � aB .- l OS _ <,. ar 1'a '.a+: ,,,. CAstzs}ANDLof,fG a ra{'* ., r.: HA ZAP,�, � ", t u PRAtSAIAO71A',„ --.D ,a s '" i t Ar rly cEorHING f IN QIIIIRp • ` )s Contrrator placed Danger sign or1 .�1 v „-�,� ` �^ exctusion zone while removing asbestos -. 3X . cement stormwater • Paltr River, SS Stantec 16 Sep 2024 08:0432 Contractor placed a Danger sign on exclusion zone while removing existing 6-inch asbestos-ceent stormwater pipes along the east side of Eastwood Drive, adjacent to house N592 Eastwood Drive, nearm Sta. 6+20±. 592 Eastwood Dr Naples FL '1`6°N(M) .Q 26°17'12"N,81°46'18."W±13ft J 14ft r� . . Ye -,. w�'. Fes' t h• _ „ T fr �Y 1 7 1 tea, a'�x- •C .^+ ,�,Y- tt; a F �S .- , �^ Z : •` ! Y te F Y. kb NI x .- Yr r o t1 aotor wore'pretective ciotthltt 'end , - ; r -a�ators while removing asbestos x Paim River cement storm 5S Stantec 16'.Sap 2024,08':05:15 Contractor wore protective clothing and respirators while removing existing 6-inch asbestos-cement stormwater pipes along the east side of Eastwood Drive,adjacent to house#592 Eastwood Drive, near Sta. 6+20±. Palm River PUR Page 8 of 17 Areas 1 and 2 1 6 C3 1 WD #14 l Backup 592 Eastwood Dr Naples FL, 41:r v 1 0 77 E (M) Q 26 1712 N,££81 4613W�13ft A 17ft y . �t vl.S'S),i,+•. s '+4i6L �Y-_ x �i!) ��{ I VI ;417 fFa;<.w«tt� 94e S rF y3 4 RT4 `h 4vt�ia� i l`i y e:. .ili''`�l{, Irt.,Az �• ,.i fin . a # ' �' y 4G t^�� pi. ;ahe ar y.�'� t r ,4 ail: J ,r h, rk':. fi 4 ttifr v'l'�i�' r} o 5ryk ,k Ya T of'I'lf•tr?;:.,„_.......'; e. r .L ! + jy r"31 �"„ds 3 � �C ..rl fe :Ku.,&r f,a y >.. �,.:�.t� .jy�^yp5' Ea , y 1 ,'ar r'T�SI� l 3y31t�>k _e 9 ig . { i ',I p 8 i --, exY E y p $ f f { Q 2 t4! $fie J 51 n w i 5 4 `y .. y 1 r f 1.1cis�- �r L' t 't = a i 3. iR;; :: l� er¢ .:1; ,:i r�G i,i, til h tp_.... 1,(''''''' ':: J� a Ing a b + '� eih or vidter, z kt �t4 *5 q � i 3 f- J pipes: �t „ , cs Stantea .4 t �0. 4 08 061 6; Contractor crew member wore a air monitor while removing existing 6 inch asbestos cement stormwater i pipes along the east side of Eastwood Drive, adjacent to house#592 Eastwood Drive, near Sta. 6+20±, i 1 i 592 Eastwood Dr Naples FL 2 ' "Wl3ft ,''3f° '1N 81°4fi13 ± ryi-02°S M) i26172 ,2 (;i ti "z r 3 f i. i f 4 _ r 1 d I. ESH placed a air monitor on exclusion zone ' f Palm River SS Stantec 16 Sep_2024,Ql�07:10 ESH CORE placed an air monitor on the exclusion zone while contractor removed existing 6-inc h asbestos cement stormwater pipes along the east side of Eastwood Drive, adjacent to house#592 Eastwood Drive, near Sta. 6+20±, i i Palm River PUR Page 9 of 17 1 Areas 1 and 2 I: III V 16C3 WD #14 I Backup 592 Eastwood Dr Naples FL', I (M) 26°17"12"N,81°4 '13"W , 1 - y •- Msy ... SCFit`3Fh "a9 V %c rti � P , Contractor wrapped removed asbestos cernent stormwater pipe In 8 mil LLDP plastic sleeve Palm River .SS Stantec 16 Sep,2024,08:094)8 Contractor placed a removed section of existing 6-inch asbestos-cement stomwater pipe inside 8 mil LLDPE plastic sleeve with ends secured with duct tape, adjacent to house#592 Eastwood Drive, near Sta. 6+20±. 592 Eastwood Dr Naples FL 0161°W(M) Q 26°17'12"N 81°46'i ' 13ft A loft env J,£ a i z..= a �.7� C / NG'L CONTAINS A8RtrtotF\6EAa AVOW CREAMNA MITA CANCER AND LUNG 01,KA64_1kA7,AAh AVOID IREATHING`A1R60AK tt pEB'ptvw,EAs NA55E OF GI 11E01011 ? fIWE Contractor placed a Danger label on wrapped asbestos cement stormwater pipe Palm River SS Stantec ;' t t__.,�_ �_:,_:_l C �` C �. 5 ,16.Sep 2024,.08 D.10:1 Contractor placed a Danger label on wrapped 6-inch asbestos-cement stomwater pipe inside 8 mil LLDPE plastic sleeve with ends secured with duct tape, adjacent to house#592 Eastwood Drive, near Sta. 6+20±. Palm River PUR Page 10 of 17 Areas 1 and 2 1 6 C3 W© #14 1 11 Backup 529 Eastwood Dr Naples FL 0^271°W (M) ``�26°17'9':-N,81°45'15'y1 ±'t3it,A l8ft i .4, i 1 1�. i r r, ' i Ai,t 'In:',.'- t i f, iF (�� A i '"""`.y nr 1ix t a i t i �a, +t"� 3 i € vie 1'y . 'iti ' f' `i' s{,1,f ,,',"' i ,. ,4 . ° . ;,3 2I d,j" . .. , _,._ a . ,,,�s. a1„•. t ,..,....4-.4,_. --..,e„.4....--,- --- •‘T.-1.‘,•-•"--,-,...- ----,...,„-',. . `- •'i : P;,..-4- --wwirr-- --.- , i :7-',.,,,z‘-lkt.,-,,,, --..--:, -45.01okr -t------,-4.,,,, -.:;iy,„- ' ::. , -''''-'.- ' 'it , , ,(k(kiiii((# i , 0/0 , . . , 4.:" *, watt' 9-. 6L t 1 Y --3 1J i [ { -'< r 3z a. a / w� • jy �!'j-,. "�";;;,," 7 h- �t 3 e i Contractor Hoed a dump ) y�v �. a-- , .. '..r "' s ,1 sheeting prior to placing wrapped Au 1pe "s ., ,� ,- Inside � '< k " , SS Stantec 16 Sep'2024. 10 21:41.` i Contractor lined a dumpster with plastic sheeting prior to placing wrapped asbestos- cement stormwater pipes inside, adjacent to house#529 Eastwood Drive, near Sta. 2+70±. I 529 Eastwood Dr Naples FL F - • 6.• 264`t )` @ 26°17'9"N,°81046f1f"W t13ft ♦'15it 9r ' -i....-'n1;-'!1'..'ent'-i. -',. Otitar**I:I'',' ''.11,.;:)0.!.'''?.-,(,,aiir.,n - 1,1 it )i;r45.1i ' f L : 4 ,; • sF' d ya nil 1 ` -,:,'..-a xr , X �E tr.. wisrr_ J _ V ' -x" �'� O - � z } ✓ ,., IKe- I.) t c 'i.e J ram?07 y M p Contractor placed wrapped asbestos r cement stormwater pipes inside plastic ii lined dumpster ,r• Palm River SS Stantec. 16 Sep 2024,10:22:20 T"' �, Contractor placed wrapped asbestos-cement stormwater pipes inside plastic is sheeting lined dumpster, adjacent to house #529 Eastwood Drive, near Sta. 2+70±. is f Palm River PUR Page 11 of 17 t Areas 1 and 2 F c. , 1 6 C3 WD #14 Backup Public DAILY REPORT OF CONSTRUCTION R`�tt h2 Ciolier County ��- Utilities Department PALM RIVER PUR AREAS 1 AND 2 Public Engineering&Project Management Division CONSTRUCTION PROJECT %1 Stantec Date:9/17/2024 PR's+-)5eat-511( i Stantec PIN: 177311742 Accidents ❑Yes No Day of Week:Tuesday Contract Day: 513 Total Days:573/603 Accident Report#: HIGH TEMP (F): 89°F AM Conditions:Partly PM Conditions: Partly N/A LOW TEMP (F): 76°F Cloudy Cloudy General Remarks #1 - Prime Contractor—Haskins: Cypress Way East, Golfview Drive, Palm River Blvd., Pompano Drive, Eastwood Drive Deon (SS): • Contractor on site to assist and supervise crews. Eastwood Drive Phase 2 Ben (SS): • Station 0+50± to Station 7+40±: Contractor, Collier County Project Manager, Engineer of Record and Senior RPR performed a driveway walkthrough, placing paint marks at driveway restoration limits, between houses#504 and #612 Eastwood Drive. Cypress Way East Phase 2 Cory's Crew(SS): • Station 27+60±: Contractor placed and compacted approximately 6-inches of timerock base in west driveway, for paver driveway restoration, at house #668 Cypress Way East Cypress Way East Phase 2 Cory's, Matt's and Kevin's Crews (SS): • Station 37+10± to Station 45+00±: Contractor removed existing concrete sidewalk along the east side of Cypress Way East, between house#462 and vacant lot#406 Cypress Way East. #2- Subcontractor—Curb King: Cypress Way East Phase 2 Fidel's Crew(SS): • Station 22+30±to Station 28+30±: Subcontractor saw-cut control joints in new concrete sidewalk along the north side of Cypress Way East, between houses #633 #663 Cypress Way East. New concrete sidewalk will be measured for payment. • Station 28+30±: Subcontractor removed and replaced a section of concrete driveway on private property at house #654 Cypress Way East. Restored concrete driveway was previously measured for payment. Palm River PUR Page 1 of 13 Areas 1 and 2 16C3 WD #14 Backup #3 -Subcontractor—Superior Interlocking Pavers: Cypress Way East Phase 2 Jack's Crew(SS): • Station 30+00±:Subcontractor continued replacing paver bricks for paver driveway restoration,at house #675 Cypress Way East.Subcontractor placed a cement border along the outside edge of replaced paver bricks. Restored paver driveway will be measured for payment. • Station 25+90±: Subcontractor removed and replaced a section of new concrete driveway on private property, at house #654 Cypress Way East. Restored concrete driveway was previously measured for payment. #4-Subcontractor—Roque Lawn Maintenance: Cypress Way East Phase 2 Javier's Crew(SS): • Stations 22+50±, 23+50±: Subcontractor restoring irrigation systems in the south right-of-way along Cypress Way East at houses#630,#636 Cypress Way East, Planned Activities for the week: • Contractor anticipates driveway and irrigation system restoration on Cypress Way East Phase 2. Water System Remarks #1- Prime Contractor— Haskins: • No water activity observed today. Planned Activities for the week: • No water activity anticipated. Wastewater System Remarks #1-Prime Contractor—Haskins: Cypress Way East Phase 2 Alberto's Crews(SS): • is • Station 47+15±: Contractor excavated new and existing force mains, in preparation for force main tie- in, east of house #333 Cypress Way East. • Station 20+80±: Contractor excavated new and existing force mains, in preparation for force main tie- in, adjacent to house#624 Cypress Way East. o Contractor placed orange safety fence around open excavations, Cypress Way East Phase 2 Mario's Crew(SS): • Station 33+01±: Contractor excavated new and existing force mains at pump station 103.06, in preparation for force main tie-in, adjacent to house#504 Eastwood Drive at Cypress Way East. Palm River PUR Page 2 of 13 Areas 1 and 2 16C3 WD #14 1 Backup o Contractor placed orange safety fence around open excavation. Planned Activities for the week: • Contractor anticipates tying in force main along Cypress Way East Phase 2. • Subcontractor anticipates startup on manhole pump station at existing SMH-101 Phase 1. Stormwater System Remarks #1 - Prime Contractor— Haskins: Cypress Way East Phase 2 Matt's and Kevin's Crews(SS): • Station 44+20± to Station 45+10±: Contractor removed existing valley gutter along the east side of Cypress Way East, adjacent to vacant lot#406 Cypress Way East. Contractor backfilled area with native soil. Cypress Way East Phase 2 Matt's Crew(SS): • Station 33+20±to Station 35+50±: Contractor excavated trench along the east side of Cypress Way East, for proposed concrete valley gutter, between houses #494 and #462 Cypress Way East. Contractor placed traffic cones along excavated trench. Eastwood Drive Phase 2 r..'_ r_w . .._' • Station 4+48± to Station 3+12±: Contractor removed existing 6-inch asbestos cement stormwater pipe along the east right-of-way, on Eastwood Drive, between houses #562 and #538 Eastwood Drive (144 LF). Removed 6-inch asbestos cement stormwater pipe was measured for payment. o Contractor placed caution tape around excavation. o Contractor posted required "Danger" signage at excavation. o Contractor workers wore required PPE while removing asbestos-cement water main. o Contractor wrapped removed asbestos-cement water main in 8 mil LLDPE plastic sleeves. o Contractor placed a "Danger" label on 8 mil LLDPE plastic sleeves containing removed asbestos- cement water main. o Contractor loaded wrapped asbestos-cement water main in a lined dumpster and hauled from site to contractors' storage yard. • Station 7+48± to Station 0+1 ±: ontractor remove. temporary I-inc C�P`E}drainpi e pr vi 1y installed along the east side of Eastwood Drive, between houses#612 and #504 Eastwood Drive. Palm River PUR Page 3 of 13 Areas 1 and 2 16 C3 WD #14 Backup J 1 - Crew Truck 6 6 10.5 1 - Dump Truck 5 5 8 1 - Water Truck 1 0 0 2 - Crew Truck 1 1 9 3 - Crew Truck 1 1 8 4 - Crew Truck 1 1 8 5 - • Crew Truck 0 0 0 6 - Crew Truck 0 0 0 7 - Crew Truck 1 1 5 Visitors Hours at Job Site Name Company From: To: RPR Name and Position Hours at Job Site/Office Total Hours Scott Silcorski,Senior RPR From:7:00 a.m. To:5:30 p.m. 10.5 hours 562 Eastwood Dr Naples FL 0159°S (M) O 26°17'10"N,81°46'13"W ±728ft J 34ft � z:, k�i Y P �' if, tk.--f.,,,,,,,,F,,,,;,At.-x-,,4,‘:4t,;-,...,41---pl, ., .,,,,,-.:4-4.. . ,1 -,,,e4A4,.., ...i,,,-,IfiA,,,,,,,A ,...74---,:&!;1 t al'` c11 '- hil `' `" `�Contractor Seupiisxuo n8e. $ . '- --- -- " removing asbestos cement stormwater > ' ..t_vf pipes Palm River SS Slantec 17 Sep 2024,07 57.31 Contractor set up an exclusion zone while removing existing 6-inch asbestos-cement stormwater pipes along the east side of Eastwood Drive,adjacent to house l#562 Eastwood Drive, near Sta.4+48±, Palm River PUR Page 5 of 13 Areas 1 and 2 1 6 Ca • wD#14 • Backup 562 Eastwood Dr,Naples FL - $ 6-oi g�o 8"1 '1f3'N,81 'G'1S"W t f,t 14ft - _- r n 1 DA-46ER r Tom,.f r TES t �- 1 4: ASSES , - r CANSCERND IUN6 ? - . IiASEHAZARD 1 xtir, DAQR1EZE)LY i 0N ; 7-- „ ,v- . �r.. - �PEASt1t� N w ,$ -- rRESPIR 6A NG ' , T r ` e .a P•• RO Cti}oMIIRED _ p AN$P REA ,', , r s" 'I .,.. t - , ��Y ' �l ax >-* s x4 't tV�1g; . z�.t� � � I,i-am .Y re £ . - =i T Ili• ,. " Gonirac tor placed a Danger sign on 1 4$ixcltlslori zone Palm River antes 17 Sep 2024,07 5813 [ Contractor placed a Danger sign on exclusion zone while removing existing 6-inch asbestos-cement stormwater I pipes along the east side of Eastwood Drive, adjacent to house #562 Eastwood Drive, near Sta.4+48±. I 562 Eastwood orNaples FL i, 162°S (M) O 26°17'1Of"N,81°46t131'W±13ft £ 1 aft ri h- e •rp� r r lw € t -,t [ , r1 F 1 t iC.3 VI ' ,eO► j l''° :: V € j4 :z` RTC .' . a ,. `.' -? : ` � %am 1, _ y . - .a i. I Contractor wore protective clothing anti � i . A respirators while removing AC storthWateP', pipes Palm River SSStanton .17 Sep 2024,07.59:15 y , i. Contractor wore protective clothing and respirators while removing existing 6-inch asbestos-cement stormwater pipes along the east side of Eastwood Drive, adjacent to house#562 Eastwood Drive, near Sta.4+48±. fc • • Palm River PUR Page 6 of 13 Areas land 2 I 1 6 C3 WD #14 Backup 562 Eastwood Dr Naples FL 0148°$E (M) 2$°17'1p N,8'I°48'13r'W± aft Al ett,, r 7"1 , ! �p 1" ! 1 �� M f• ! _gyp '�''� - 4 ..ly7�; 14' , -40 ,y y g -:_ t , cam: 61 ,=m« : z , ' ''''''.7:'.',;'. � � r �� rm •tc, ',;'.� _ a g s� ( Nd y 4 - .,4 r� r' ' is , . r r +� r • _ _. ...,..:„?.._.. .•,„........,-..?_;:„......•. ._,.„.... _- _, _ „....,_;4i.:,_„i...,: „ .. .,,-aio ....-:: .•••• ....._ ...; '..' re ' -.,'P'',....':'?,,.i''' '':'. ''. .. . .1r,';',L';:ii,..1:'.t ‘ . ..: ;'I,r.,:'.5,,V1::':.::.' ;,i,f;;.;';'.F'ff;:''r.''''''.:/ri:f:i''''t,.r Contractor wore"an alr monitor while y m ,�f y, <. removing asbestos cement stormwater pipes Palm River' SS tantec 17 Sep 2024,07:59:56 Contractor crew member wore a air monitor while removing existing 6-inch asbestos-cement stormwater pipes along the east side of Eastwood Drive,adjacent to house#562 Eastwood Drive, near Sta.4+48±. 562 Eastwood Dr Naples FL 0244°SW:(M) OO 26°17'10'N,81°46'13"W±13ft ►14ft 1 ,S ,, c F ' y q-�t-. g iFIpK "'1•.''Zitp./-r4fiV[-• �, . #; F Y yu i y s 1 lx �! i X 4 t L r,., y♦ 9 LSH-CORE placed a ai.i•rrionfor on _ • x 1'1 exclusion"zone a Palm River .SS..Stanten _ 17 Sop�2024.08 01 11 X 't 'X X' , •." . , ESH-CORE placed a air monitor on the exclusion zone while contractor removed existing 6-Inch asbestos-cement , stormwater pipes along the east side of Eastwood Drive,adjacent to house#562 Eastwood Drive, near Sta. 4+48±. Palm River PUR Page 7 of 13 Areas 1 and 2 f; 16C3 WD#14 Backup ��. 562 Eastwood Dr Naples FL 0147°tE tiVi)`?OO 26°17'10"N,$1°46"13"W t'13ft A 16ft . - .4If . w I 4�'"" dl 6" pro.:. yt�� `�C i,'. a , ..- .iY -j': y- ` �'Yj, 10: 4. .- 'fl �,AS it x X fig.y aa6 . Y'� /1 -'r „,,,..,,,,,:::,„,....:,... ,:,,,47.,_,,,,,:, _e'.'`!-;::--,,gt:(..2-,7PA,t,a-g----,sit.:-;..i----..=,,rf0.:;iLi.:Y-:::--.:---- , . .4:: ::,-57-.;14;f.,i1=r747-4.4.:11:.;,',:f-it!,-:=7V-VP or'wrapp ing removed asbes toeiwi,:,-„,-, .i.,,,:tro.r-„--,,,,,,, ,i.,-.J.g;:„; ,,,,:A.11 et a ,: eme 1 4 orrni.vate'r pipe in 8 trill LLDPE plastic sleeve - Palm Diver SS Stantec :17 Sep 2024,08:07 24 Contractor placing a removed section of existing 6-inch asbestos-cement stomwater pipe inside 8 mil LLDPE plastic sleeve with ends secured with duct tape,adjacent to house#562 Eastwood Drive, near Sta.4+48±, i 562 Eastwood Dr Naples FL O 87° M 26°17-14"N 81°46'13'W*13ft ♦1 ft F; A c!G. } f E r�4 sy w tm ..i 4✓ �- mil✓ i ,- s, �", 5c- i" ' i,F sr c '� ,,, 3 '`r -,,7y . er � •r*�"; , m - Jr ° - 2r , F, ,„. ti d s , f i. fig. j - - 1.COHTAItiS ASBESTOS FIBERS i -, ' - - -MOM CREATIHa DUST CAHCER AHO EUII DISEASE IIATARD t: AVO1O OHEATIiIHG AIRBDRNE ASBESTOS EIDERS i MOM 01M1M on__— __ .. \ • Contractor placed a Danger label on wrapped asbestos cement storrnwater pipe Palm River SS Stantec 17 Sep 2024,•06 08 14; Contractor placed a Danger label on wrapped 6-inch asbestos-cement stomwater pipe inside 8 mil LLDPE plastic sleeve with ends secured with duct tape, adjacent to house#562 Eastwood Drive, near Sta. 4+48±. Palm River PUR Page 8 of 13 Areas 1 and 2 1 �� 6 *� -- ----- VV[] #14 Backup ! | 562 Eastwood Dr �� U� . � , / ' Vi k. PUP"i gw MMM A. rig � Contractor lined adumpster with | h placing dasbestos- cement s!onnvvator pipes inside, adjacent to housed - � . ` 562 'Etllstwood Dr Naples TO W"E AW cement omnnwamrp�eommdopmano lined' clumpster ` ` SS Stantec Contm/torplaced wrapped asbestns'cement�ormwater pipes inside plastic sheeting lined dum�te� adjacent to house#5GZEos�voodDr�a near�a 4 68� Palm River PUR Page 9of13 Areas 1 and 3 U y 16C3 WD #14 Backup Justin Frederiksen From: Diana Dueri <Diana.Dueri@colliercountyfl.gov> Sent: Friday, November 15,2024 9;39 AM To: rmacphee@haskinsinc.net;Justin Frederiksen Cc: belwell@haskinsinc.net; Martha Hartsfield; MLAGO@HASKINSINC.NET; Eddwie Perez; MLAGO@HASKINSINC.NET Subject: RE; Palm River PUR Areas 1 &2 - Summary of Quantities for Pay App#18 Approved. Thank you Diana Dueri PMP Project Manager Ill tiiC Public Utilities Engineering & Project Management Office:239-252-4218 Collier Count Mobile:239-601-1290 f @ X', 31 Diana.Dueri@colliercountvfl.gov From: Ryan MacPhee<rmacphee@haskinsinc.net> Sent: Monday, November 11, 2024 1:59 PM To:Justin Frederiksen <JFrederiksen@gradyminor.com> Cc: Ben Elwell <belwell@haskinsinc.net>; Martha Hartsfield<mhartsfield@gradyminor.com>; MLAGO@HASKINSINC.NET; Eddwie Perez<EPerez@gradyminor,com>;MLAGO@HASKINSINC.NET; Diana Dueri <Diana.Dueri@colliercountyfl.gov> Subject: RE: Palm River PUR Areas 1& 2-Summary of Quantities for Pay App#18 Please disregard the last email. Haskins would like to request 2 days be added to the contract time for work completed under WD#14. 9/16&9/17/24, Thank you, 1Pyan 1Iac1�'-lee Vice President Haskins Inc. 10956 Enterprise Ave. Bonita Springs, FL Tel. 239-947-1846 Fax. 239-947-3857 Cell. 239-253-7500 Web. Haskinsinc.net 1 16 C3; Daily Report Date LF Unit Price Total Cost 9/16/2024 300 $ 44.00 $ 13,200.00 9/17/2024 144 $ 44.00 $ 6,336.00 444 Overall Total $ 19,536.00 { yt fF' Ei it it li ii 16C3 Colter County DELEGATION OF SIGNATURE AUTHORITY AUTHORIZATION DEFINITIONS. The following terms shall be defined as follows: • "Signature Authority" -- Refers to the ability and discretion of a duly designated employee to formally accept, request, approve, or document by signature various actions pertaining to the administration of the agency. • "Permanent Signature Authority" -- Refers to the appropriate utilization of signature authority on an ongoing basis. • "Temporary Signature Authority" -- Refers to the appropriate utilization of signature authority that has been properly transferred from a permanent signatory for a period not to exceed 60 calendar days in duration. Permanent Signatory Name: Jay ahmad - Permanent Signatory Position Title: TE Division Director Authorized Signatory Name: Anthony Khawaja Authorized Signatory Position Title: Chief Engineer-Traffic Operations Duration of Delegated Authority: Temporary If Temporary, time-frame of delegation: 1 1/12/24 1 1/15/24 Signature authorization required for the following documents/records: n Purchase Order Modification Change Orders Select All- _ I I authorization u Contract Amendments Li Supplemental Agreements applies to all listed Purchase Requisitions Personnel Requisitions documents/records Budget Amendments Payroll Records-Leave Receiving/Invoicing Documents Other- Describe Below . Digitally signed by Ahmadday Permanent Signatory Authorization: AhmadJay Date:zoza.l l.oa 06a8a2-os o0