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Backup Documents 02/27/2024 Item #16C 2 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 C 2 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 3/14� 4. BCC Office Board of County (f, Commissioners (N f 3 6 2 y 5. Minutes and Records Clerk of Court's Office f 3g* `3/ PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information i 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 2/27/2024 Agenda Item Number 16.C.2 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 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 2/27/2024 and all changes made during DD the meeting have been incorporated in the attached document. The County Attorney 401 Office has reviewed the changes, if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the DD BCC, all changes directed by the BCC have been made, and the document is ready for the . Chairman's signature. 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 6C 2 Procurement Services CA T-T- County Change Order Form Contract Modification ElWork Order Modification 70257.4& 60234.5.1 Contract#: 22-7992R Change#: 1 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 04/11/23;16.C.8 Last BCC Approval Date; Agenda Item# Current Contract/Work Order Amount $ 15,579,339,85 6/28/2024 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 0.00 0.00% Total Change from Original Amount Revised Contract/Work Order Total $ 15,579,339.85 0.00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the.Change Notice to Proceed 3/13/2023 Original 6/5/2024 Last Approved 7/2/2024 Revised Date 12/2/2024 Date Completion Date Date (Includes this change) #of Days Added 153 Select Tasks ❑Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested); 2.)why this change was not included in the original contract;and,3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. This change order includes the addition of 153 days (0.5 day for Rain Delay, 1 day for Rock Delay, 1.5 days for WD #1, and 150 days for WD #7) which moves the substantial completion date to December 2, 2024 and the use of$880.00 of project allowance as detailed below: Time Extension Due to Rain 1, This change requests a contract time extension of half(0.5)day due to rain on April 12, 2023. 2, This change was not included in the original contract as it was unknown that heavy rain would impact the area on this specific day. 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 Extension Due to Rock 1. This change requests a contract time extension of one(1) day due to encountering cap rock during the installation of water main deflections. This additional one (1)day will cover the time it took to excavate and haul off the rock. 2. This change was not included in the original contract as it was unknown that cap rock was present in this area and would impact construction as the soil borings completed during the design of the project do not show any cap rock. 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. Revised 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin BCC BCC ES -.A, 1 6C 2 Work Directive#1: Water Services Modification I. This change requests a time extension of 1.5 days for the modification of installing single water services instead of double water services in Area 1. 2. This change was not included in the original contract because during construction, property owners requested to leave the meters at their current location to avoid additional landscaping removal in private property. 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 #1 will not draw from the project Water Allowance and will increase the number of days in the contract by 1.5 days. Work Directive#5: Test Material of Unmarked Pipe 1. This change requestes that the Contractor test and confirm an unidentified and unmarked drainage pipe as asbestos pipe while potholing along Cypress Way East in Area 2. Testing determined that the unidentified and unmarked drainage pipe was asbestos cement pipe and therefore the Contractor would be required to remove the pipe. 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 fullfil the County's Asbestos Removal Plan. Work Directive#5 will use $880 from the project Storm Allowance but DOES NOT change the contract time. Work Directive#7: Area 1 Gravity Sewer Redesign 1. The contractor encountered excessive ground water conditions at Pump Station 103.08. The owner and design professional investigated the conditions and agreed that it was necessary to redesign the wastewater system in Area I by raising the gravity sanitary system to immediately address this situation to avoid additional delays and minimize disruption to the neighborhood. This change requests that the Contractor proceed with construction based off of the updated design in Area 1. The contractor agreed to pay for additional costs that will be incurred due to the design changes, but the changes will result in additional time to complete the project including: 30 days for engineering redesign of the construction plans, 30 days for redesigning and retrofitting sanitary sewer manholes, 15 days for additional sanitary sewer bypassing, 15 days for grouting the existing sewer main and services, and 60 days for the installation of the additional pump station and force main. The redesign included some upsizing of the gravity main from 8" to 10" diameter. This will result in a section of 10" gravity main installed being paid from the 8"gravity main unit bid price. The daily inspection reports will indicate the materials physically constructed, but they will be measured for payment as included in the conformed construction plans. 2. The change was not included in the original contract as the excessive ground water were unknown and not anticipated. 3. If the changes are not processed,the contractor will not be able to complete the project on schedule and would be liable for liquidated dames for no fault of their own. Work Directive 117 will not draw from the project Wastewater Allowance, but DOES increase the number of days in the contract by 150 days. Revised 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Malin �p� BCC ES UAO Areas 1 & 2 Allowance Summary Beginning General Allowanace $280,000.00 Remaining General Allowance $280,000.00 Beginning Water Allowanace $200,000.00 Remaining Water Allowance $200,000.00 Beginning Wastewater Allowanace $400,000.00 Remaining Wastewater Allowance $400,000.00 Beginning Stormwater Allowanace $150,000.00 Allowanace Draw WD #5 $( 880.00) Remaining Stormwater Allowance $149,120.00 t�a 0 ..vw,,;;;y�a, BullertBenjamin as pz 5 aaas.-° Prepared by: Date: BNB forDiana Dueri, PMP Project Manager Ill, EPMD KM /0/6/43 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 I Vendor/Consultant I Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs, Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin Rp� BCC E5 4 1 6C 2 Accepted by: �o �� Date: \U�� �.)(1/(. ) R an MacPhee—I askins, Inc. Accepted by: t A Date: (17 U 2 7 A yso -Tolland, P.E.—Q.Grady Minor&Associates,P.A. '.Dana,ay.,ea nr Buitrt6enporin P!P.•Berye'ngf0111 a,er,avnrrf,pay. BullertBenjamin " °°°"""°°"`"'° I,i«ur1 a.W-PUDP rtrq am To,e<t Flare9amenl DU•.102 10M 1 DC•txc.00•ca lerQev fK•ml Approved by: D.Y0]]0°418D.,A O Date: Benjamin N.Bulled,P.E..Principal Project Manager/Supervisor—Project Management, EPMD Digitally signed by McLeanMatthew DN E-Matthew.McLean©collierceuntyll.gov, M c L e a n M a tt h ew CN=McLeanMatthew,OU=General,OU=PPM User Accounts, OU=PUO Planning and Project Management,OU=PUB, OU=DIvisions,DC=bcc,DC=coiiiergov,DC=net Approved by: Date:2023.10.0916:17:36.04'00' Date: Matt McLean, P.E.,Director EPMD S .u.t e riV rg � n 1 a Digitally signed by SquitieriVirginia Approved by: Date:2023.11.16 13:26:42-05'00' Date: (Procurement Professional) Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admtn BC C SCC ES 1 6 C 2 ATTEST: - . 1 -,,r BOARD OF COUNTY COMMISSIONERS Crystal KinzeNi • i e : Courts COLLIER C TY, FLORIDA & ler Cont.f f ; By AL By: to Chairman's ris Hall, Chairman I. .. re only Dated: <-: 0 0''" _ (SE'1-.)` ' Appr s to foi 0 and ality: By: 'it ( ----- Scott R. Teach Deputy County Attorney ',, 0 1 6C 2 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 153 Days construction of redesigned gravity 1 1 and authorizes the use N/A N/A 153 603 sewer in Area 1;and allowance of the contract utilized for repairing damaged allowance. unlocated water services and testing unmarked drainage pipe for asbestos. { Revised:01/1412021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman Rol BCC ES 16C2 Rain Delay Backup Page 1 of 3 Eddwie Perez From: Ryan MacPhee <rmacphee@haskinsinc.net> Sent: Thursday, April 13, 2023 1:28 PM To: Allyson Holland Subject: FW: Palm River Rain Day I just sent this. meant to copy you but somehow put your old city email on there. cyan JMacfPfzee 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 ET4 c. r n From: Ryan MacPhee Sent: Thursday,April 13, 2023 1:27 PM To: diana.dueri@colliercountyfl,gov Cc:Allyson Holland <AMHolland@naplesgov.com>; Ben Elwell <belwell@haskinsinc.net> Subject: Palm River Rain Day Diana, Yesterday on 4/12/2023, Haskins and its sub-contractors were unable to work due to the weather. We are requesting a rain day for yesterday. Thank you, Ryan MacrPIiee 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 k. n 1 16C2 Rain Delay Backup Page 2 of 3 Public utiuuos DAILY REPORT OF CONSTRUCTION "_'' Collier County PALM RIVER PUR AREAS 1 AND 2 Public utlliijes Department Engineering&Project Management Division CONSTRUCTION PROJECTStantec Date: 4/12/2023 RPRs: Scott Sikorski Stantec PIN: 177311742 Accidents ❑Yes No Day of Week:Wednesday Contract Day: 31 Total Days:420/450 Accident Report#: HIGH TEMP (F): 80°F AM Conditions: Cloudy/ PM Conditions: Cloudy/ N/A LOW TEMP (F); 71°F Rain Light Rain General Remarks #1 - Prime Contractor— Haskins: Cypress Way East, Golfview Drive, Palm River Blvd. Greq's Crew(SS): • Contractor on site to assist and supervise crews, Planned Activities for the week • No general activities anticipated Water System Remarks 41 - Prime Contractor— Haskins: Saddlebrook Lane to Cypress Way East Mario and Ben (SS): • Station 0+46±to Station 20+76±: Contractor continued pre-pressure testing the new 8-inch water main between houses #495 Saddlebrook Lane and #515 Pompano Drive on Cypress Way East. Golfview Drive Mario and Ben (SS): • Station 0+00± to Station 13+26±: Contractor continued pre-pressure testing the new 6-inch water main between houses#603 Cypress Way East and #406 Golfview Drive. Palm River Blvd Mario and Ben (SS): • Station 0+53± to Station 14+58±: Contractor continued pre-pressure testing the new 6-inch and 8-inch water main between houses #403 Palm River Blvd and #575 Cypress Way East. Cypress Way East Jamie's Crew(SS): • Station 9+69± to Station 14+35±: Contractor excavating water services looking for water leaks causing water main pressure test issues, along the north and south rights-of-way on Cypress Way East, between Palm River PUR Page 1 of 11 Areas 1 and 2 1 6C 2 Rain Delay Backup Page 3 of 3 houses #551 and #575 Cypress Way East. Contractor located and replaced leaking 8-inch x 1 %-inch tapping saddle at house #563 Cypress Way East. Palm River Blvd. Jamie's Crew(55): • Station 8+36±: Contractor replaced previously installed defective fire hydrant in the east right-of-way, adjacent to house #460 Palm River Blvd. Note, Trench conditions were wet at bottom of excavation, contractor used a 2-inch submersible pump to dewater excavation. Contractor placed#57 stone in the bottom of the trench prior to re-installing fire hydrant, then placed and knifed #57 stone under the haunch of the installed fire hydrant. Contractor placed and i compacted native soil backfill first lift approximately 6-inch above re-installed fire hydrant assembly as approved by E.O.R,, with the following lifts placed at approximately 12-inch lifts. Palm River Blvd. Jamie's CrewfSS): • Station 8+36±: Contractor excavated native soil around new fire hydrant to install fire hydrant break slab at fire hydrant, adjacent to house #460 Palm River Blvd. Contractor excacvated area with approximate dimensions of 24-inches x 24-inches x 6-inches deep. Contractor placed Quikrete high strength hand mixed concrete and eight (8) lengths of#4 reinforcement deformed bars. Palm River Blvd. Francisco's Crew(5S): • Station 0+56±: Contractor replaced previously installed defective fire hydrant in the east right-of-way, adjacent to house #406 Palm River Blvd. Note: Trench conditions were wet at bottom of excavation, contractor used a 2-inch submersible pump to dewater excavation. Contractor placed#57 stone in the bottom of the trench prior to re-installing fire hydrant, then placed and knifed #57 stone under the haunch of the installed fire hydrant. Contractor placed and compacted native soil backfill first lift approximately 6-inch above re-installed fire hydrant assembly as approved by E.O.R., with the following lifts placed at approximately 12-inch lifts. Golfview Drive Francisco's Crew(SS): • Contractor placed#57 stone around existing stormwater structures, for erosion control, along the right- of-way on Golfview Drive. ti Note: Contractor sent t e two pipe crews home and suspended work on site due to rain event at approximately 11:00 a,m. Contractor continued pre- ressure testing the new water mains. Planned Activities for the week: • Contractor anticipates pressure testing installed water main in Phase #1. Wastewater System Remarks #1 - Prime Contractor— Haskins: • No wastewater activity on site today. Palm River PUR Page 2 of 11 Areas 1 and 2 CAO 1 6C 2 Encountering Rock Delay Backup Page 1 of 3 Palm river URP Areas 1& 2 Delays from 3/20/2020 through 3/31/2023 Request for additional time Haskins would like to request time for the following delays encountered during Area 1 Water Main construction. • Work directive to install 2 short side single water services in lieu of 1 short side double water service at 563 and 569 Cypress Way East. Total time =.5 day • Work directive to install 2 short side single water services in lieu of 1 short side double water e is a o f t • Encountered what appears to be buried cap rock during installation of deflections.See attached picture. The soil borings provided during bid do not show any rock. Additional time needed to excavate this rock and haul it off site. Total time =1 days. Total additional time requested for these listed items= 2.5 days. CA(.) 1 6C 2 Encountering Rock Delay Backup Page 2 of 3 4101cR ,, z 11 s - ;Y 10958EnterprlaeAVenuo • Bonitasprthgs,FL34135 PH. (239)047-1846 FAX(239)947-3857 BILLED TO: Collier County P.O.M: 4500223134 INVOICE II; COMMENCEMENT GATE: INVOICE DATE: DATE&TIME CALL REC'VD: WORK ORDER M: COMPLETION DATE: • Buried Rock encountered at 427 Plum River DESCRIPTION OF WORK Blvd.while excavating for water main installation PERFORMED: on 3/31/2023 • STANDAR AFTER , I NUMBER STND FIRS. AFTER HRS. , EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR DESCRIPTION D HRS OH/ TOTAL OF MEN HRS./MA UNIT PRICE MAN UNIT PRICE • 46 TN EXCAVATOR HR $ 275.00 S - PROJECT MANAGER 5 110.00 S 165.00 5 - 40 TN EXCAVATOR WI HAMMER HR $ 280.00 S - SUPERINTENDENT 5 90.00 5 135.00 $ - 26 TN EXCAVATOR HR $ 185.00 $ - FOREMAN 1 10 S 75.00 S 112.50 $ 750.00 MIDI EXCAVATOR HR $, 140.00 S - EQUIPMENT OPERATOR 1 10 S 70.00 $ 105.00 S 700.00 MINI EXCAVATOR HR $ 130.00 S - LABORER 1 10 $ 45.00 $ 67,50 $ 450.00 MINI EXCAVATOR W I HAMMER HR $ 150.00 $ - FLAGGER 5 45.00 S 67.50'S - RUBBER TIRE BACKHOE HR $ 110.00 $ • MECHANIC $ 75.00 5 112.50 S - 20 TN LOADER HR S 185.00 S - PIPE LAYER 2 10 $ 65.00 5 97.50 S 1,300.00 16 TN LOADER HR 5 150.00 $ - WELDER $ 225.00 S 337.50 S - 6 TN LOADER HR 'S 115.00 $ - LABOR SUBTOTAL: S 3,200.00 BOX BLADE HR S 95.00 $ - j TRACK SKID STEER HR $ 95.00 S - 16,000 LB DOZER HR $ 110.00 $ - MATERIALS INCLUDING 15%MARK UP 36,000 LB DOZER HR 5 130.00 S • MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL MOTOR GRADER(SMALL) HR S 110.00 S - 5 - MOTOR GRADER(LARGE) HR $ 125.00 $ - 5 - PAVER(SMALL) HR S 105.00 S - $ - ASPHALTMILLINGMACHINE HR $ 375.00 S - S - t3 TON VIBRATORY ROLLER HR $ 45.00 $ • 5 - 6 TON VIBRATORY ROLLER HR S 55,00 5 . 5 - 3-TON ASPHALT ROLLER HR S 45.00 5 - S - 7-TON ASPHALT ROLLER HR $ 55.00 $ • S - DUMP TRUCK HR $ 125.00 $ - 5 - ROLL OFF TRUCK 8 HR $ 135.00 $1.080.00 SubTotal 5 - LOWBOY TRACTOR HR 5 145.00 $ - 16% $ - 21/2 TON FLATBED HR $ 65.00 S - Tax S • ROCK CRUSHER HR $ 290.00 5 - Fuel Surcharge S - SCREENER PLANT HR S 270.00 S - Freight 5 - SOIL STABILIZER HR $ 235.00 S - TOTAL: S - STREET SWEEPER HR $ 50.00 S - LIGHT PLANT HR i$ 20.00 S - VACCUM TRUCK HR $ 200.00 S • SUBCONTRACTORS INCLUDING 10%MARK UP VACCUM WAGON HR 5 85.00 S - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL PUMPER TRUCK HR $ 300.00 5 - $ • WATER TRUCK HR $ 125.00 $ - $ - MOT-BARRIER WALL(EA.) HR $ 3.00 $ - S MOT•BARRELL(EA.) HR $ 1.25 $ - S - MOT•CONES(EA.) HR $ 0.50 $ - $ - MOT•SIGNS(EA.) HR $ 1.00 S - S - 20CY DUMPSTER HR $ 25.00 5 - S - 3"HYDRAULIC PUMP HR $ 55.00 $ - - $ - 4"HYDRAULIC PUMP HR $ 65.00 $ - $ - 6"HYDRAULIC PUMP HR $ 75.00 5 - $ - 5"HYDRAULIC PUMP HR $ 85.00 $ SubTotal $ - 10"HYDRAULIC PUMP HR $ 105.00 S - • 10% $ - WELL ORILLIGRIG HR S 225.00 S - Tax $ - WELL POINT SYSTEM HR $ 250.00 S - TOTAL: $ - 6"VACUUM PUMP HR $ 50.00 S - 8"VACUUM PUMP HR S 70.00 $ - 2"ELECTRIC PUMP HR S 15.00 $ - PLATE COMPACTOR HR $ 20,00 S - TRENCH BOX HR $ 40.00 $ - PICK-UP TRUCK WI TOOLS HR 5 25.00 $ - EQUIPMENT SUBTOTAL: $1,080.00 TOTAL DUES $4,ZBD.D0 Note: The Contractor is not requesting compensation for rock encountered. The Time and Material Breakdown provided above is for documentation purposes only. ...', 1 6C 2 Encountering Rock Delay Backup Page 3 of 3 '::46,1 1-? _ ' 'i,'z;. 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SF= • a3. .y?, 1 �c ,.�.,� +_:: ter:;;r..s�' - '£.'s +,"'• lt iiIIN, =f^•:_i$y c=__5'`=,f'� yF;a14': ! "G -w.*i' .�,_ .,,.4`r'-" h'`, 1 6C 2 Stop/Resume Work Delay #1 Backup Page 1 of 2 • Cher County Public Utilities Department Engineering&Project Management Division April 14, 2023 Ryan MacPhee 1-laskins Inc., 10956 Enterprise Avenue Bonita Springs, FL 34135 RE: Stop Work Order Palm River PUR Areas 1 & 2 Contract No: 22-7992R Purchase Order No: 4500223134 Collier County Project No: 70257,4, 60234.5.1 Dear Mr. MacPhee, This letter serves as Collier County's official NOTICE TO STOP WORK on the above referenced Project effective April 15,2023.This NOTICE is issued pursuant to Contract 22-7992R. The purchase order number is shown above. The current stop working date shall be April 15,2023. You will be notified when the stop work notice has been lifted and there will be 387 days remaining to achieve substantial completion on this contract. No work is authorized after the stop working date herein. Invoices for unauthorized work will not be paid. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, Dican C. Dueri, PMP Project Manager III C: Procurement Division ciey ',Y rUIIN - Pao Mies Encjneeri g&Project Management Division'3339 Tamiami Trail East,Swle 303 Naples,Florida 34112-5301.239.252.4205'FAX 239.252.5370 t 1 6C 2 Stop/Resume Work Delay #1 Backup Page 2 of 2 Co ie-r Capinty Public Utilities Department Engineering& Project Management Division • May 5, 2023 Ryan MacPhee Haskins Inc., 10956 Enterprise Avenue Bonita Springs,FL 34135 RE: Resume Work Order Palm River PUR Areas 1 & 2 Contract No: 22-7992R Purchase Order No: 4500223134 Collier County Project No: 70257.4, 60234,5.1 Dear Mr. MacPhee, On April 15, 2023,a stop letter was issued for this project. Effective May 8,2023,the above referenced Project will be reactivated. You will have 387 days remaining to achieve substantial completion on this contract which equates to a May 29,2024,for substantial completion date. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, Diana C. Dueri, PMP Project Manager III C: Procurement Division • • 011.4.44. Roc Uhlios Engin ring&PrgeclMinagement Neon 3339 Temiami Trail East,Suite 303 Naples,Florida 34112-5361,239.252-4205'FAX 239-252-5376 (.,A() 1 6C 2 Stop/Resume Work Delay #2 Backup Page 1 of 2 COL del' Count, Public Utilities Department Engineering& Project Management Division November 22,2023 Ryan MacPhee Haskins Inc., 10956 Enterprise Avenue Bonita Springs,FL 34135 RE: Stop Work Order Palm River PUR Areas 1 & 2 Contract No: 22-7992R Purchase Order No: 4500223134 Collier County Project No: 70257,4, 60234.5.1 Dear Mr.MacPhee, This letter serves as Collier County's official NOTICE TO STOP WORK on the above referenced Project effective November 23,2023.This NOTICE is issued pursuant to Contract 22-7992R.The purchase order number is shown above. The current stop working date shall be November 23,2023. You will be notified when the stop work notice has been lifted and there will be 188 days remaining to achieve substantial completion on this contract.No work is authorized after the stop working date herein. Invoices for unauthorized work will not be paid. If you have any questions or need additional information, please contact me. Sincerely, d � Diana C. Dueri,PMP Project Manager III C: Procurement Division ull1Yl,y r )) i Rik.l!1 Mice Engineering R Pic; 1 Marlay:r;enl D'a�isial•3339 Marini Trail East,Suite 303'Naples.Florida 341t2-5301•239 252-4285•FAX 239.252-5318 C F'lO • 1 6C 2 • Stop/Resume Work Delay #2 Backup Page 2 of 2 Cot ler .vnty Public Utilities Department Engineering&Project Management Division November 26,2023 Ryan MacPhee Haskins Inc., 10956 Enterprise Avenue Bonita Springs,FL 34135 RE: Resume Work Order Palm River PUR Areas 1 &2 Contract No: 22-7992R Purchase Order No: 4500223134 Collier County Project No: 70257,4, 60234.5.1 Dear Mr. MacPhee, On November 23, 2023,a stop letter was issued for this project. Effective November 27,2023,the above referenced Project will be reactivated. You will have 188 days remaining to achieve substantial completion on this contract which equates to a June 2,2024, for substantial completion date. If you have any questions or need additional information,please contact me. Sincerely, Diana C.Dueri,PMP Project Manager III C: Procurement Division c jJ Putkc UtiStias EnT eerinq 8 Pro*.l t.'oroffrrionl Division•3339 Tamiarni Trail Eesl,Suite 303.Naples,Flonda 34112.5.301•239.252•4205•PAX 239-252.5370 (.:AO 1 6C 2 Collier County Engineering & Project Management Division WD#1 Backup Page 1 of 13 WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: WORK DIRECTIVE# 1 #22-7992R Palm River PUR Areas 1 & 2 PURCHASE ORDER#: 4500223134 DATE OF ISSUANCE: March 30,2023 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: Install single short water services to the existing water meter locations for the properties noted below instead of the double short service shown on the construction plans. 1. 563 and 569 Cypress Way E. 2. 436 and 448 Golfview Drive 3. 472 Golfview Drive and 606 Cypress Way E. Purpose of Work Directive Change: The plans currently depict double short water services to the three (3) locations noted above, three (3) double short water services in total. The proposed change will require two (2) single short water services instead of one (1)double short water service at the three(3) locations noted above, resulting in six(6)single short water services in total. Reason/J usti f ication: Water meters and backflows are typically relocated to the property line when the potable water system is replaced and the plans were designed in accordance with this standard. Due to existing constraints with existing power poles, above ground utility pedestals, and landscaping on private property, it is in the best interest of the Project to leave the meters in their existing locations. The six (6) short single water services will be billed at the contract unit price of$1,450 ($1,450 x 6 = $8,700) instead of the three (3) short double water services at the contract unit price of$1,930 ($1,930 x 3 = $5,790) for the locations noted above. There are currently sufficient quantities for single short water services in the contract, 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). 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 .\A(t I 6C 2 WD#1 Backup Estimated increase or decrease in Allowance: Estimated change in Contract Time: Page 2 of 13 S TBD TBD RE O MENDED: AU ORIZEzi D• By: A 'son Holland, PE By: Diana Dueri, PMP Project Manager Owner's Representative • 1 6C 2 WD #1 Backup Page 3 of 13 Palm river URP Areas 1 & 2 Delays from 3/20/2020 through 3/31/2023 Request for additional time Haskins would like to request time for the following delays encountered during Area 1 Water Main construction. • Work directive to install 2 short side single water services in lieu of 1 short side double water service at 563 and 569 Cypress Way East.Total time= .5 day • Work directive to install 2 short side single water services in lieu of 1 short side double water service at 436&448 Golfview Dr.Total time = 1 da • Encoun ere w a appears o e urie cap rock uring ins a ation o e ections. ee a ac ed picture.The soil borings provided during bid do not show any rock.Additional time needed to excavate this rock and haul it off site. Total time =1 days. Total additional time requested for these listed items = 2.5 days. C ( A() 1 6C 2 WD#1 Backup Page 4 of 13 public • uuo ' DAILY REPORT OF CONSTRUCTION aruu'9,Wa, Collier County PALM RIVER PUR AREAS 1 AND 2 Pubic UhltiesDepartment CONSTRUCTION PROJECT Stantec En in e P aP menl Division D te: 3/30/2023 R i, Gerry Stantec PIN: 177311742 Accidents EYes ®No Hills Day of Week:Thursday Contract Day: 18 Total Days:420/450 Accident Report#: HIGH TEMP (F): 85°F AM Conditions: Partly PM Conditions: Partly N/A LOW TEMP (F): 67°F Cloudy Cloudy General Remarks #1 - Prime Contractor—Haskins: Cypress Way East Alfonso's Crew(SS, GH); • Contractor on site to assist and supervise subcontractors. Planned Activities for the week: • No general activities anticipated Water System Remarks #1 - Prime Contractor— Haskins: Golfview Drive Jamie's Crew(SS, GH): • Station 8+30± to Station 1+20±: Contractor installed new long and short side single and double water services and new meter boxes along the east and west sides of Golfview Drive between houses #451/#459 and #406 Golfview Drive. Installed water services will be measured for payment when completed. WDC#1 Golfview Drive Jamie's Crew(SS, GH): • Stations 11+80±, 11+30±, 6+00±, and 5+60±: Contractor installed short side single water services and new meter boxes along the east side of Golfview Drive, adjacent to houses #606 Cypress Way East on Golfview Drive, and #472, #448 and #436 Golfview Drive, in accordance with WDC #1. Installed water services will be measured for payment when completed. Cypress Way East Deonides's Crew(SS, GH); • Station 6+64± to Station 3+54±: Contractor installed un-restrained 8-inch DR 18 PVC water main along the north side of Cypress Way East, between houses #527 and #509 Cypress Way East (310 LF). Palm River PUR Page 1 of 14 Areas 1 and 2 f,j 16C2 WD#1 Backup Page 5 of 13 approximately 12-inch lifts. Contractor placed blue locator tape above installed water main diversion. Contractor used a broom tractor to sweep roadway at end of the day. #2 - Subcontractor—Sewer Viewer: Cypress Way East and Saddlebrook Lane Dustin's Crew(SS, GH): • Station 3+40± to Station 0+20±: Subcontractor used a vacuum truck to soft dig / locate existing water services, communication and power conductors and existing water main along the north side of Cypress Way East, between houses#503/#509 Cypress Way East and #491 Saddlebrook Lane. Planned Activities for the week: • Contractor anticipates installing potable water main. Wastewater System Remarks #1 - Prime Contractor—Haskins: • No wastewater activity on site today. Planned Activities for the week: • No planned activities for the week. Stprmwater System Remarks #1 - Prime Contractor— Haskins: • No stormwater activity on site today. Planned Activities for the week: • No planned activities for the week. Dust Control Activity.During the Day Location Time Time Time Time Time Contractor(s)and Personnel y e r ype rs Type ) Y 11 r-sr-r 1 Prime: Superintendent 1 11 Field Supervisor 1 11.25 Pipe Layer 3 11.25' Haskins Operator 4 11.25 Laborer 9 11.25 Truck Driver 1 11 2 Viewer Ity: ewer Supervisor 1 8 Laborer 1 8 Contractor(s)Equipment(Active or Idle) Cont/ Equipment #Pieces # Total Hours Used Sub# ID Description 1 - Front Loaders 3 3 11.25 1 - Track Hoes 5 5 11.25 Palm River PUR Page 3 of 14 Areas 1 and 2 1 6C 2 WD#1 Backup Page 6 of 13 1 - Rollers 0 0 0 1 - Grader 0 0 0 1 - Dump 1 1 11 - room ractor 1 2 2 - Vacuum Truck 1 1 8 Visitors Name Company Hours at Job Site From: To: I RPR Name and Position Hours at Job Site/Office Total Hours Scott Sikorski,Senior RPR 7:00 a.m. 6:25 p.m. 10.25 hours Gerry Hills,Senior RPR 12:00 a.m. 2:30 p.m. 2.5 hours 7 3 F• 7 . . , D 10rw s-r r nu .li z ✓ F J Y 9 � ram ,� 7 , " .,t mr1 # _ . ,:,4 . - rw �274°W (T O 26° 4"N 81°46132"W +13ft A 11ft syf �. o f } '.,• ,I ' ,,,,,a'f-,i4ficAr4...,,i4t,,,A4,-rt,0^.!4 ,,,, -,''j''-.4 ,bg-'.-ri,,e-..---, 1---.-4,,, ,---1-4,V,Valef.)7 ' 'M' . '', X ! �� , 41 ,y N c `'` ram dp a ✓ *, 'i 'rsa- ;fr re.„ . 9 y{.;I k ,', i i,,,... .11.'' ly,Wily.WV,....,, '''', Vti Ji,e. �,Sa ��lf $5�dn 1`4 : s � 9; '�#a�- .1* �� �z��s3.`rN,f ry4 � � . a i r ti, ,„�_A,` „! }c, '. ^'.�,,�'�r�,r ra-'"'"��n,� y;��ipy�+,, rryrr F .�. iv .. so*t4 r1.%eat�11" 1 f 'r }r �� x ".( =v 1 # Vie,. 4",t{ �y , lS� r{rk+p fi 7t 3$ ''r'x � + c x' �� � ! �z t"p�sy V � ' ''fir �J�' 4. pojt Ntiv.1.4 zYG f,n4.,i. `+�-�. z{, ,� 3�yY r i °'rM"'5" r �Tc a 44 },.x r S r7 y;+ r N 2F s k"> 8 a p : A k ,< �,1 ins#a , o�.11, L ( tOt4 i x `� ',, al c '4-n4 Vr = ZV .�4� .,r.+: r a rst r 5i,4, ,r�}'�,�' � �.i.4,,�tr 4 c � Frt ;nth vArti �� lr'4.,-.+' ��,' ,,,, N, 1: 4,-..kk'o,. vytJ-1": " ,,t i -do-2,,,"r Sa>0.4.-1 :" fF.,.3ao �r Contractor installing new long double water services up to new meter boxes,at houses #451/#459 Golfview Drive, near Sta. 8+30±. Palm River PUR Page 4 of 14 Areas 1 and 2 I .AO i 1 6C 2 ' WD#1 Backup Page 7 of 13 af .7.4::).0,,,,,„4::„,,..„,..„... ..7„,,i0,7,...,0.... J',v82,1,4w.,...,7-4,W'' ','.s, '.6_,---I'-' 1 t.- -"X"0:-. ;,-1;Vg.; ''.."-I' i▪ 'L` 0 70°E (T) O 26°1714"N,81°46131"W ±13ft A lift 3. a -A7- v7 ,s�S3 � r Ju�i� 4�?Nk 3 '• ,s{ A 'u"�i"' '�i 'II fit y ' k -✓W' `�' - 4, G'�'"E'rf� ,f a �fr' ( Ilk's4 - t,z t& �� ., t g � A -III �N t "1 e1,4;_:''‘.10i^:'.''',1:".',r_•,--.• ---ee 7,-:,;--:.-n ,..,;%,....,,f,,,sitIpml..,. - •,v:*;4tf.9:;t!r•,, I 3r , ye▪ ':.. Yr -cO tea- .a { 3 .' ,'s�� .Ym 'e.3 'r,,., f ` a it• ',_• A V � A,,.e Pv e 3Ri ffi' ,�`.'wx [ , 8 4 J,f_ ,sue .. a. Co'qtr xootyor 1P y�taf l s o �4, a 4, r"p 1 y am' , 'r "' servic at.144sli4 a .�'iy i .R;3'i d1.ry°',', ,A!,, ,. 'f -. 3y.,,,ay Vh{ :4 tijnteG SS - ,, !r 'ti VI ,F;' IVIII-- t s -�6 �'y0:"G+q t,,c!":,,,,$ .��'i0 ' � 'F , :,4 :` w., a g€' ru: :s 1 1{ Yea. _ - k, Contractor installing new water short double water services up to new meter boxes, at houses#454/4460 Golfvlew Drive, near Sta. 8+40±, � r' 3 gay' ©© 267°W (T) 0 26°17'7"N,81°46'31"W ±32ft A 1 Oft , ALAIy y. h f -• Fah _'sue £ gs' .v``r'k' �D--+'Y� k "v "� �4 t xg4A,11V _ -.w-.'�,•Ne'r w A "--. 0 1 ` i ,,,,,N ,,o .'r�'.:7 ',s„"s-'. a,• ,t R. q�a.:t , . ,-..r�. - 's... c>i --.as y •-y 4= 3 x- '. r,fl.- g A sr,-+�y ..: ssr4t.o• \.,�' i a'.c"-> -..--, t.^'' '4t."" --e...4. I7 q -X; .x"."`7+-�l .".,.. r'9,uE ;J �+-.�`'ua. .C- • Mkt.d'�A, sx'` � 11r�K•w,�y"' 4 ?ct tig } S� . 3Y,_% �'£ fr s ti" ..}Y 4q r ; r``-rot .yM. ssystr< + ".4.,,""L.' aSA "<<{ d'31 1 44 rifiy•g= 'r . t ,�--.�' Y •kr _ y�{� t��y r #.- ♦ ../if s+.; •.. ti kI �' ' ,`•,nip ,"• -• 11;41..4- 414•411, ., ,o r...r....;k?1,9rat.,,,efr., .,_. A,:., _ Yl. ,, ,...,, if„,' 2 f.. ._ ' „Jk+ 414 VI i7{ b _ 1..,,,,,,,,\)it �f 4,'I. £44--`4.r s, r 1" t L,, _,, � t. 1 .u i. IMr(4,• t Din 3;i r,- ,, � • ',' '1': i��i •a•; • •,. ,i;!,! IM; „ ...• ? ,tF ,�* ,• • Mgr Contractor installed short single water service at house #472 Golfview Drive IAW WDC 41, near Sta: 11+30±, Palm River PUR Page 5 of 14 Areas 1 and 2 CA 0 I I 16C2 WD#1 Backup Page 8 of 13 ✓ rt _ m .N ,,,, r " , a W •x1-f,,N.-` tT ` .1 „'.+� td sT -.^ " �..• t- �..:..P.:x"af4 AL(' �a9t"r�"..,..;�� k N� �.,�",� �„v�� i� �., c�" -.z°��_:,r�.�`..•,..�3;"L.s�• •�`•� ;Jr: 190°S (T) C®i 2.6°17'7"N, 81°46'31'W ±13ft A 10ft of T�ii om,,,,,.,...,....t,...,;, ..-,,T....,.,.....,-,7.A.,;..,--ttip',,,.-1-2.14.-..gliamy.4., -...;..,%..r..,...,,,,,,,....., -...,„. . ,. AN',.ti'gr,,,,..0-1 rr. �, , - t. �'4 .t`, -,,,,`,,s '" Soh ,` °i.9,,k a N.i ,i...- •,'a.. 1 t ,'47 �"f? t#u,,1xa ,., ' 5 Y+ A '�;p �.r. 2r �,s 4, s t ;�s ` ' I ad y,, Jt .. .0 F-' � a ,.. it� cR��££rr^ � > Ya ,�,'�.� .�3ti- �s. � `„� x�a�t° i rs,� � �fi ,y-E t. eitwe 1,‘` 5N .� t� ,,,, i • tA* F 5 #v �y- );f Y�iF-x x.'y r, ,. IV• i i 1 Ji ' ,-fry fir` , s"� E.,i-. vo .,r,' n - '" y * ` . ¢r >,'•. It 44.v t \ i 7. y �+yy. ' ", 4 '-'1.X r�'� 6 C) ' z j 1 14.. 9°f`t•„',+z ' .tt a i ..' "Q`#�14Q e 't'rt •a ..., { , .. 'S P ! .Y Y; t tk 3 ��5. y W �f �jy y F -,�,T p �' .qi N Y,5 ...,.h ' _}l�L��� )�� .1 4 y l /— � a t j �1�y ?'/ry s i ' ,atii+.�� v 1� ��. +r 4•t �4� ittin}t ., - �tg ,IN',.. }� %.- j ,• A 4 ti ti5;•, ' 1# "tea ?�4,1i 5 n3 > ', "'a 14p. .,:,,Atcrf,*-:., ',14tOtix. • j t ' r' l,"7 e,),:;7. '',,.Irt"' C...•-t 4YYY" �' G'.R. t t i t " t,5�t;%NP.A -, 1'v 'a�"�� yj•� _t.t "�`-�+ k , • ��5�.,,`a6 e e >' +. �i42FD +z,�.+ix,i'Y .,5( uii t..,,m1�-,'^'i•!��"kir`{L' � r `_a,it\�t17 '1'. " " _ Contractor installed short single water service at house#606 Cypress Way East on Golfview Drive IAW WDC#1, near Sta. 11+30+. '!'a: it oty) Sn V l f.,";,.A �` r 9.W` Y .g rls,+xq: ._. ai, :d_t°'0.3 ...,, d tc m1. , '.•r .ry ;. ": % 182°S (T}'UO 26°1 7'7" } jj� j � 4'N,81°46'31"W ±22ft A 11ft f "r- i. j ,?4 I. 'Wiwi . t,? ' as 3 d1S4 t , : m+ > )kf er . ;4.,'• �v,, t ^ h A i'il A i. Y 5 t.s #;ram t, PI ,y�y.3: �'s{�-2 k .- :`_• ♦� • k; ♦rT'" r „rykJlTi t ;t * ''..v.:,��dg3 �j, } rv#�" fr} `�' tre gin`,a� ` 4' a a a„� N, � +o Rrq fe � it r c1 '-- r Y 1 ' �t;�r ' faa " i g # o t" ; 44 • r T . a pit3fi, , 1,0- 33 ; I ` ;,'.1,.,, mtf • V' ? i .* * rrati't '? ..j R k • g ^•',f,iY ; a itie .7'.' x r i ` P qJ i# *r+s , t .) 1 +, i . � ,,v r al eat!• 1+10. tt T : rry 3 F '"�f'-"'t"�l,• � yf�0e�a y'fi �' ' �1's�t 4 ,'‘ {45 s Slt 1• y �'''kl. �, 1 '�y L`�'�1.A1� 1 ti,y �L't'1 'y�'o'°5 t �y$� �r< xr X f» ., a1 t/iixtr ,Ss u . ' a ast, tk,a,4k'k t 4 t� 5 al8t go Contractor installed short single water service at house#606 Cypress Way East on Golfview Drive IAW WDC#1, near Sta. 11+30t, Palm River PUR Page 6 of 14 Areas 1 and 2 16C2 WD#1 Backup Page 9 of 13 pubuc Utilities CO' DAILY REPORT OF CONSTRUCTION` �AeieW PALM RIVER PUR AREAS 1 AND 2 Public Utilities Department Stantec Engineering 6 Project Management Division CONSTRUCTION PROJECT },- Yw ate:4/3/2023 P -Sebrt-5ik ski Stantec PIN: 177311742 Accidents ❑Yes ®No Day of Week: Monday Contract Day: 22 Total Days:420/450 Accident Report 4: HIGH TEMP (F): 86°F AM Conditions: Clear PM Conditions: Clear N/A LOW TEMP (F): 71°F General Remarks #1- Prime Contractor— Haskins: Cypress Way East, Golfview Drive, Palm River Blvd. Alfonso's Crew(SS): • Contractor on site to assist and supervise subcontractors. ##2-Subcontractor—Curb King: Saddlebrook Lane Fidel's Crew(SS): • Stations 2+00± and 1+05±: Subcontractor removed driveway paver bricks in the right-of-way on Saddlebrook Lane, adjacent to houses #499 and #495 Saddlebrook Lane. Removed paver bricks will be measured for payment. Cypress Way East Fidel's Crew(SS): a Stations 6+00±, 4+00±, 7+00±, 7+50±, and 11+50±: Subcontractor removed driveway paver bricks in the right-of-way on Cypress Way East, adjacent to houses#524,#512, #530(west),#530(east),#554 Cypress Way East. Removed paver bricks will be measured for payment. Note: Contractor capped damaged irrigation system pipe in the right-of-way at house #551 Cypress Way East. Planned Activities for the week: • No general activities anticipated Water System Remarks #1 - Prime Contractor—Haskins: Golfview Drive Jamie's Crew(SS): • Station 13+20±: Contractor installed new long side single water service and new meter box along the west sides of Palm River Blvd. adjacent to house #475 Palm River Blvd. Installed water services will be measured for payment when completed. Palm River PUR Page 1 of 14 Areas 1 and 2 1 6C 2 WD#1 Backup Page 10 of 13 Cypress Way East Jamie's Crew(SS): • Station 17+30± to Station 7+80±: Contractor installed new long and short side single and double water services and new meter boxes along the north and south sides of Cypress Way East, between houses #593/#603 and #530 Cypress Way East. Installed water services will be measured for payment when completed, WDC #1 Cypress Way`East Ja ,iCF '� c Station 12+20± and Station 12+30±: Contractor installed new short side single water services and new meter boxes, in accordance with WDC #1, along the north side of Cypress Way East, adjacent to houses #563 and #569 Cypress Way East. Installed water services will be measured for payment when completed. Cypress Way East Deonides's Crew(SS): • Station 2+60± to Station 2+35±: Contractor installed 8-inch DR 18 PVC water main conflict avoidance (deflection) on new water main at proposed stormwater pipe, adjacent to house#503 Cypress Way East. Conflict avoidance was measured for payment. Installed 8-inch DR 18 PVC water main was measured for payment horizontally(25-LF), o Contractor installed an 8-inch 45-degree bend, then installed approximately 4-foot of 8-inch DR 18 PVC water main, then installed a second 45-degree bend, then installed approximately 17-foot of 8- inch DR 18 PVC water main, then installed a third-45 degree bend, then installed approximately 6- foot of 8-inch DR 18 PVC water main. • Station 2+61±: Contractor installed 8-inch x 1-inch stainless steel tapping saddle, 1-inch corporation stop valve and 1-inch poly tubing for air release valve adjacent to house #503 Cypress Way East. Air release valve will be measured for payment when completed. Note: Trench conditions were wet at bottom of trench, contractor used a well point system and a 3-inch hydraulic pump to dewater excavation. Contractor placed tt57 stone bedding in the bottom of the trench prior to installing water main deflection. Contractor placed and compacted native soil backfill first lift approximately 6-inch above installed water main as approved by E.O.R., with the following lifts placed at approximately 12-inch lifts, Contractor placed blue locator tape above installed water main diversion. Contractor used a broom tractor to sweep roadway at end of the day. Golfview Drive. at Cypress Way East Francisco's Crew(SS): • Station 12+80± (corrected from Station 12+70± as determined by new Station stakes) to Station 12+95±: Contractor installed 6-inch DR 18 PVC water main conflict avoidance (deflection) on new water main at proposed stormwater pipe, at the southeast corner of Golfview Drive and Cypress Way East, adjacent to house #606 Cypress Way East on Golfview Drive. Conflict avoidance was measured for payment. Installed 6-inch DR 18 PVC water main was measured for payment horizontally (15 LF). Palm River PUR Page 2 of 14 Areas 1 and 2 1 6C 2 WD#1 Backup Page 11 of 13 Dust Control Activity During the Day Location Time Time Time Time Time Contractor(s)and Personnel -a Y Prime: Superintendent 1 11 Field Supervisor _1 11.5 Pipe Layer 3 11.5 Haskins Operator 4 11.5 Laborer 9 11.5 Truck Driver 1 11 2 King I Supervisor 1 10 laborer 5 10 Contractor(s) Equipment(Active or Idle) Cont/ Equipment #Pieces # Total Hours Used Sub # ID Description Used 1 - Front Loaders 3 3 11.5 1 - Track Hoes 5 5 11.5 1 - Rollers 0 0 0 1 - Grader 0 0 0 1 - Pickups 5 5 11.5 1 - Dump 1 1 11 2 - Crew Truck 2 2 8 Visitors Name Company Hours at Job Site From: To: RPR Name and Position Hours at Job Site/Office Total Hours Scott Sikorski, Senior RPR 7:00 a . 6:30 p.m. 11,5 hours Palm River PUR Page 4 of 14 Areas 1 and 2 1 6C 2 WD#1 Backup Page 12 of 13 E 5G3 Cypressallit °4 ; ;� 44 . ! f `.x11 `,z01°46'37', J. 11 ft 6 '� ' to ; _.. I r"k s '�" x* c lit'- n „cam ' yA°'` ",� " a^ 'u7 { y"ti 4 ,� �," r ° t '"ram, M i f tylw 1 ry s _.. •c, i y'z'',.2 . c - :. 4 `a�;r py s�r,,gyp. .., �p, reor a`` J `� s-.4, bf7 s .zc 'C*..�^- a` + i, , ''' z �, .r} .�' :' "s 4. " Y e .0 fr :„ y X�,r'9y . "' i •-4,1:.,tie4.:‘,t'f-.. '''4''',;:'7,'",..-410',;;,.-_,TiCit,„,„„-7,,,.. „44ti-4 ,-,ff%,' . ' i altatiliNfi.t':';..-,2;•;:'''''.'4,,t-';:..-',.,:i j. r r -°x X �i- i� n a ice! ,.>y,, ar zJa'T.! ,ea t�,s M14 04 f,, -;YR 5�,yl fP ,.47 �r J sr,. "';,'.:14.,,-; .. z it n�L.A",.. F., �ae/h "�r' �. : tx .i 1l (� , 6jy ,iri0 , •r r, 3 of f,f� :r am r'�`i, r3 i `}'�h Yp, , rf tt srt,f ' R 9 y , Y"4/' ,��a Ra�v g�r r 1 A v•. ,. 1-.4 �" `b: '� .. j a �� f ! *`S,' Contractor installing new short single water service tapping saddle, in accordance with WDC#1, at house #563 Cypress Way East, near Sta. 12+20±, ,. ,, .t,,,.„t,,,...40...4.,:riiiir*.k0:41.46.4. 1,41EVNI•gig.,,.;i'''.''.."'..11.,,=„7,1/7:',,,-I;'-t.„-.:•---- ii--42,1 25°NE (T) O 26°17'10"N, 81°46'37"W *39ft ® 10ft ..n . Y+ Y x I•y t FF ff kF d'7}�''�_, � I� ��,;:yi 3 ' F �ry 3, ,iVipte"- *3 ,:,( {y�y'� 4 , 4F'6 =• {' .ny �ii.S^.'.�'�SS. 2F+�5 Fy,,'./r`• ���/ F t Jrnsf?,M1 (tk :.4� .j i -„(_ f ,'` ,e e- .y,.-. .,t ,-i' 3, ry'< s -'s " `w •�{P t ` Vic. _,�,:' f'� k 1 SFr�f�' }, t 4 170rt. ��, '1 r ', 4 R� ). }31^ Yi to�' ;; �..` :. ]' ,1� l �'4.44r 4fj S1 er- :i-'1rw,•4 ,�'ys 3 ' s. �21� Hk SYI 1.;,;•1 , 4 'f'`► a ,,,4 a , ,v •tr • '", " s E a '"` � { 'tit `-. i � t �.. Cti .,�7{r„^(1ri`y� ,kt y T , t, ' fa t7,� 4 ",,S' ' srI r t 5 ry }� t o; r4 e N "fir�F'"S 1 • le: Cr ,w$"1 i},{.• • x4 t ,' ^.,� 4r h ;Gr 1S til ' ,' `"` ' L.% ,d • r "A �,, "1f ,,, 5 -�„= r t r e ' is ' f- ;tia.F!T-. 1• = �~t�t's'+ z�?,,I +'„� r `s ,+�"1."r tivR ti44.4. „ y ' k 94i (, tN .a e Y'. (n�J�* r22 {j�;a` Fa,{ fattrY " '��{ ! �fx x r h 1t '2.� 9f` /,�P si'1 9 p. ' tl, k1 Pv r .. k. ? b {C "i If f.,;�.{,9 t .4> � us '�{ i� p fi � » a ' +l�•j:�, 7a s •rtan l.+y b4�'i3 { ; ,t�s � 1„aee- 'rb �:`+� � '�' 1, 46., ���i i a i = a 3 `�M `b+ ". ri }5 2: r a 4 °� Wit; r� ,Mk F `�}b --,, #.:.:.�_.. ,Af: a. !4:lu.. S al . -. ?''-''' 'r�R•.ni,t''. ,+.`'i. �`«"�E += a' £1 Contractor installing new short single water services, in accordance with WDC#1, at house #563 Cypress Way East, near Sta, 12+20±. Palm River PUR Page 6 of 14 Areas 1 and 2 1 1 6C 2 WD#1 Backup Page 13 of 13 * .b,Y J O $' �1 �td t 2 t } a2v8 TV'GS1, : �'� ; Y '�t , , ' � Na � �� S c.3',".v�^ `"'S''w'<",y; .>w`��. lt. .r#�"�?1... �. ,..it9a,.;�:�.'�:'9!.'#� r-.`� •+ � br-'Fia"�,"��� .,,,x ... 0 218°SW (T) O 26°17'10"N, 81°46'36"W ±26ft A 11ft 'c - , ' \ i 1 — It 4 ' :'- . Q's 1¢ r Ft /A. F` 1 , ":w•+" gy'.'.ky u nr.u' 1- LS ,z''.-A; v:-* ut FK .y:. —41! • r*Mie ds, w 7'ivm 1w 'x t�s� -er E`t a p _ .,;: y w ^', ,+x r,. .'r " '"ry W+^b.,,.,,,rr•' ro,`yw:1#1.„ r Y a1 k C , , ": .rq�. ,`, M., s.d., ��+'v�x t rY �Nf,�t r:''',I o-r�Cr,., i,,,�,,'�wpa y.-�!'t �' .� ,F,�, �3 't' .( 41ftg' 5. , ,t''.v „uu c�.110 E,4 4 ,404 3 i 'v'}ra' .c fit,,i of r.; ,&.. t 1 r. i '.Riy,u,A.§4x-;-,.T:..,'./. '3,,, t P$' * r �5��i 1 c ICY}z'+ 1'» , fT "'.fie ; - .+g1i a 'LR'^Y" Yr ri`fy S R .. '; ,� iy '" ''7qi D h i .F py,r b ._ ,, ?w 5: •A f Ih?3F,j,' 4,` ,'�' `'i. i R't-,' ,s�6 t; r 1' `a� ;,r�,r y -1 '� A'-Pta r�' r13 i.j�1. s •{ l"t- 4 yy, • lair. ,s .. chi, 3� t N -^ ���f,t t ' / -p7 ,, < z n -tQ tr, ! Y C l rS, � i rf�" ,F.� �� '' k,,y f - i a5.ti t' � i 0�� C S 4 S ,�V„�� �"�.� %Y �yF, � 'I I is R � ' �.• F i R ''e Z`_.b5,a;iK:t�- a: au Y.d�r%vA.d:.5.fiA6- 4r5 • 9°'.J,a��sx ,i. :`•.f'l. < 1 s_., Contractor installing new short single water services and meter boxes, in accordance with WDC 41, at house 4563 Cypress Way East, near Sta, 12+20±. ..A -.♦. Alli. 46 .♦ .• .• .• f }. A . AA kelkiltrip7"..v:i l'''si'' ''',.:-'qr.,t5.?":-'4'.''''"W �* s ' ` " A , : '§Tr' .„ - k ,.Iq, , ` x f t ii„,.. 0t !,..„.'$u 'r , , , s r Fa y° 0 22°NE (T) 026°17'10"N,81°46'39"W ±22ft A 10ft ` 7 `k+`rc � A!!f ais 4r..K ,. : ;�bw r), 1 t7T .rr'�ys .�.% xa '-1,•.-• -.;4.4.4.1,4 ' raiii4A,14.0.47,,,, -AI*. _.:4,4 4. k-r, -,,,- ' st,„:1,4,,„„ ,u' u "�" ,t,*xl i - a ' a .. a rc` i'' �:a° n , , e 3 t . a -V*Vere,e'.0",..:41_, '',""'-'7'""--- 1 'fjr 74,714 - ;-;11 -n9"..t } .4•44 -ilk '', c ti ikz W C, a 54.44 :'�F'.0 vil:.c ds -^,., t.x>r 5 h f YN< +,r .. ,,..,yy '•1, 1'gF'rk.'kc..trt'. sly z S4W 11 1.;,';,. fv k �` lit f o ..;.:.. '.,..,,-.-.',,;ct',,,!3.'n.'....",..:—,..0r.:.....;.,'4.'.4,1,"t"*„p,„117,0?'- ',"g"*'4.:'".4-':=:* .-..,-,'.-',r':...'-'-`,"4 V.-itc01.:0-.4iNkfr-03. !,•°,41,-;;.-,.:;;:',',,( 'i,:iffP.:,a-...,- 3'1:4..-ir,r.-,„,. .__ _-,p,,,,,,r01,-....,,,,,,,„ 01 8rYA' ' 3 A9 , ' +�,���. Fes: rV ' 44gCAii , .r -c .440 +. rT E..1;'t ""1% :i.,!,,4 3o.s£'' rgi x a:Wt .,_ Contractor capped damaged existing irrigation system pipe in the right-of-way at house 4551 Cypress Way East, near Sta. 10+00±. Palm River PUR Page 7 of 14 Areas 1 and 2 16C2 Collier County Engineering & Project Management Division WD#5 Backup WORK DIRECTIVE CHANGE Page 1 of G CONTRACT#/PROJECT NAME: WORK DIRECTIVE#5 #22-7992R Palm River PUR Areas 1 & 2 PURCHASE ORDER#: 4500223.134 DATE OF ISSUANCE: May 16,2023 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: Contractor shall have an unidentified and unmarked pipe tested for 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 unable to be determined by visual inspection and it is suspected that it may be asbestos cement pipe. Contractor shall have the pipe tested to determine if it contains asbestos. Reason/Justification: The unidentified pipe shall be tested for asbestos as the pipe may need to be removed from the ground in order to proceed with the underground infrastructure. The material of the pipe shall be tested for asbestos for the safety of the contactor and the residents in Palm River. Collier County has an Asbestos Removal Plan in place that • details the safe work practices whenever asbestos containing material is disturbed. This pipe is not identified in the construction plans nor in any known County records. • Attachments: Contractor's estimate • 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: $ 880 0 days RECOMMENDED: AUTHORIZED: By: Allyson Holland, PC By: Diana Dueri, PMP Project Manager Owner's Representative CAt_t ^'a 1 6C 2 • • WD#5 Backup Page 2 of 6 • ATEn ,,",..3,! Xdry 3. Nu P,y y t 10956 Enterprise Avonuo • Bonita Springs,Cl-34135 PH. (239)947-1846 FAX(239)947.3857 • • • BILLED TO: Collier County P.0.N: 4500223134 • INVOICE 4: COMMENCEMENT DATE: INVOICE DATE: 5/16/2023 DATE 8,TIME CALL REC'VD: WORK ORDER 4: COMPLETION DATE: DESCRIPTION OF WORK PERFORMED: testlnq for asbestos of unidentified storm pipe STANDAR AFTER EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR DESCRIPTION NUMBER D STND HRS. HRS OH/ AFTER HRS. TOTAL OF MEN UNIT PRICE UNIT PRICE • HRS./MAN MAN 4S TN EXCAVATOR HR $ 275.00 $ - PROJECT MANAGER $ 110.00 $ 165.00 $ - 40 TN EXCAVATOR IN/HAMMER HR $ 280.00 $ - SUPERINTENDENT $ 90.00 S 135.00 $ • • - 26 TN EXCAVATOR HR S 185.00 $ • FOREMAN S 75.00 S 112.50 S - MIDI EXCAVATOR HR S 140.00 S - EQUIPMENT OPERATOR S 70.00 $ 105.00 S - • MINI EXCAVATOR HR $ 130.00 S • LABORER $ 45.00 $ 67.50 $ MINI EXCAVATOR W I HAMMER HR S 150.00 S • FLAGGER S 45.00 S 67.50 S - RUDBER TIRE BACKHOE HR $ 110.00 $ - MECHANIC S 75.00 $ 112.50 S 20 TN LOADER HR S 185.00 $ - PIPE LAYER S 85.00 $ 97.50 S - 1S7NLOADER HR S 150.00 $ - WELDER S 225.00 S 337.50 $ • 6 TN LOADER HR $ 115.00 S - LABOR SUBTOTAL: S • - BOX BLADE HR '$ 95.00 $ - TRACK SKID STEER HR $ 95.00 $ • 15,000 LB DOZER HR $ 110.00 S - MATERIALS INCLUDING 15%MARK UP • 35,000 LB DOZER HR S 130.00 S - MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL MOTOR GRADER(SMALL) HR $ 110.00 S - $ - , MOTOR GRADER(LARGE) HR $ 125.00 S - _S • PAVER(SMALL) HR $ 105.00 S - S - ASPHALT MILLING MACHINE HR S 375.00 S - _ S 3 TON VIBRATORY ROLLER HR S 45.00 S • S - 6 TON VIBRATORY ROLLER HR $ 55.00 $ - S - 3-TON ASPHALT ROLLER HR S 45.00 $ - S • - 7-TON ASPHALT ROLLER HR S 55.00 S - S - DUMP TRUCK HR $ 525.00 $ • S ROLL OFF TRUCK HR S 535.00 $ - SubTotal S - LOWBOY TRACTOR HR S 545.00 $ 16% $ - 2 112 TON FLATBED HR S 65.00 $ • Tax $ - ' ' I ROCK CRUSHER HR $ 290.00 $ • Fuel Surcharge S . SCREENER PLANT HR $ 270.00 $ - Freight $ - SOIL STABILIZER HR $ 235.00 $ TOTAL: S - STREET SWEEPER HR $ 50.00 $ - LIGHT PLANT HR $ 20.00 $ - VACCUM TRUCK HR S 200.00 $ - SUBCONTRACTORS INCLUDING 10%MARK UP VACCUM WAGON HR $ 85.00 $ - SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL PUMPER TRUCK HR $ 300.00 $ - AMRC 1.00 EA $800.00 $ 800.00 WATER TRUCK HR $ 125.00 $ - S . MOT•BARRIER WALL(EA.) HR $ 3.00 $ - S . MOT-DARRELL(EA.) HR $ 1.2$ $ S - MOT•CONES(EA.) HR $ 0.50 $ - S - MOT•SIGNS(EA.) HR $ 1.00 $ - S - 26CY DUMPSTER HR $ 25.00 $ - $ - 3"HYDRAULIC PUMP HR $ 55.00 $ - S - 4"HYDRAULIC PUMP HR $ 85.00 $ - S . 6"HYDRAULIC PUMP HR $ 75.00 S - $ - - 8"HYDRAULIC PUMP HR $ 85.00 $ - SubTotal $ 800.00 10"HYDRAULIC PUMP HR $ 105.00 $ - 10% $ 80.00 WELL ORILLIG RIG HR• $ 225.00 $ - Tax S WELL POINT SYSTEM HR $ 250.00 $ - TOTAL: S 680.00' 6"VACUUM PUMP HR $ 50.00 $ - 8"VACUUM PUMP HR $ 70.00 $ - 2"ELECTRIC PUMP HR $ 15.00 $ - PLATE COMPACTOR HR $ 20.00 $ - TRENCH BOX HR '$ 40.00 $ - PICK-UP TRUCK WI TOOLS HR $ 25.00 $ - EQUIPMENT SUBTOTAL: S - TOTAL DUE? $EiBO.00 t"-\, 1 6C 2 WD#5 Backup Page 3 of 6 H CE) E ENVIRONMENTAL, SAFETY& HEALTH SOLUTIONS Indoor Air quality Assessments I Environmental Safety&Health Consulting i OSHA Compliance Audits&Training May 16,2023 Mr.Ben Elwell Haskins,Inc. 10956 Enterprise Avenue Bonita Springs, FL 34135 belwell@haskinsinc.net Reference: Proposal for Cementitious Pipe Sampling(Asbestos) Location of Pipe(Approximately):Cypress Way East,Naples, FL 34110 Dear Mr. Elwell: ESH CORE, LLC appreciates the opportunity to become a part of your project team.We are dedicated to making this project a success, both on schedule and within budget. We are proud of our commitment to maintaining the highest levels of customer service and client satisfaction and respectfully submit the following for your consideration. SCOPE OF SERVICES For the purposes of identification only, ESH CORE, LLC will collect two(2) bulk samples of underground cementitious pipe for laboratory analysis for asbestos. The pipe is currently located at Cypress Way East,In Naples,Florida. The bulk samples will be sent to EmLab P&K (eurofins) under chain and custody procedures for PLM bulk analysis. Utilizing EPA Method 600/R•93/116 the laboratory will analyze the bulk sample for asbestos content. Negative results will be reported as No Asbestos Detected/NAD or ND. Positive results will be reported as a percentage (e.g., 2% Chrysotile). This sampling is not an asbestos survey and an asbestos report will not be created. Sample results from the laboratory will be emailed. COMPENSATION ESH CORE, LLC proposes to perform the scope of services detailed above for the following estimated fee: Travel,Sampling,Administration&Laboratory Fees $ 800.00 We appreciate the opportunity to provide you with our services and look forward to hearing from you. Eric B.Goeller,CIE President ESH CORE LLC is a Certified Veteran Owned Business (FVBE) ActrzeisenaMPRXISIMISINCRI Disclaimer:The Information contained In this document Is confidential,privileged and only for the information of Haskins,Inc.and may not be used,published or redistributed without the prior written consent of ESH CORE LLC. 18516 Eastshore Drive,Fort Myers,FL 33967 1239-410-60G4 I Info@eshcore.com ' I CAOis 1 6C 2 WD#5 Backup Page 4 of 6 Public it UtRltios, DAILY REPORT OF CONSTRUCTION it Renewal . CO Ker C01.4.11tY PALM RIVER PUR AREAS 1 AND 2 Public Utilities Department CONSTRUCTION PROJECT Stantec Engineering&Roject Management Division t..Date: 5/15/2023 F�f�Rs: co l orsci Stantec PIN: 177311742 Accidents EYes No Day of Week: Monday Contract Day: 41 Total Days:420/450 Accident Report#: HIGH TEMP (F): 90°F AM Conditions:Clear PM Conditions: Partly N/A LOW TEMP (F): 74°F j Cloudy General Remarks #1 - Prime Contractor—Haskins: Cypress Way East, Palm River Blvd., Pompano Drive, Eastwood Drive Gregis Crew(SS): • Contractor on site to assist and supervise crews. #6 - Subcontractor Curb King: Cypress Way East • No activity on site today. Planned Activities for the week: • No general activities anticipated. Water System Remarks #1 - Prime Contractor— Haskins: Palm River Blvd. Phase 1 Alberto's Crew(SS): • Station 0+50±: Contractor excavated existing 6-inch asbestos cement water main, adjacent to house #403 Palm River Blvd., in preparation for new water main connection to existing water main, scheduled for Tuesday 5-16-2023. Shadowbrook Lane Phase 1 Alberto's Crew(SS): • Station 0+61±: Contractor excavated new and existing 8-inch PVC water mains, adjacent to house #495 Shadowbrook Lane, in preparation for existing water main abandonment, scheduled for Tuesday 5-16- 2023. Palm River PUR Page 1 of 14 Areas 1 and 2 1 6C 2 D#5 Backup Page 5 of 6 Cypress Way East Phase 1 Alberto's Crew(SS): • Station 20+80±: Contractor excavated existing 8-inch asbestos cement water mains, adjacent to house #618 Cypress Way East, in preparation for existing water main abandonment, scheduled for Tuesday 5- 16-2023. Cypress Way East Phase 2 Jamie's Crew(SS): • Station 20+81± to Station 21+61±: Contractor installed restrained 8-inch DR 18 PVC water main along the north side of Cypress Way East, adjacent to houses #515 Pompano Drive on Cypress Way East (80 LF). • Station 20+90±: Contractor installed 8-inch x 2-inch stainless steel tapping saddle, 2-inch corporation stop valve and 2-inch poly tubing for water service between houses 4618 and #624 Cypress Way East. L,.., o Trench conditions were wet at bottom of trench, contractor placed #57 stone bedding in the bottom of the trench prior to installing water main, Contractor also used a 2-inch submersible pump to dewater excavation. Contractor placed and compacted native soil backfill first lift approximately 6- inch above installed water main as approved by E,O.R,, with the following lifts placed at approximately 12-inch lifts. Contractor placed blue locator tape above installed water main. Contractor placed a blue marker ball at approximately 100-foot intervals. Contractor used a broom f r r s ep a w y e a m Nate: Contractor encounter a short section unidentified and unlocated existing asbestos cement storm water pipe while installing 8-inch DR 18 PVC water main, adjacent to house #515 Pompano Drive on Cypress Way i East, near Sta. 20+95t - u co r ctor a ana: Cypress Way East Phase 2 Buster's Crew(SS): • Station 36+00±, 37+10±, 39+10±, 39+60±, 40+20±, 41+20±, 42+10±, 42+10±, 45+10±: Subcontractor installed long side water service 4-inch HDPE casings, crossing Cypress Way East, to houses #473, #465, #449, #441, #433, #425, #409/4417, #401 Cypress Way East. #5 -Subcontractor Earthview: Pompano Drive Phase 2 Daniel's Crew(SS): • Station 6+90± to Station 13+50±: Subcontractor used a vacuum truck and performed soft dig locating existing underground utilities along the north right-of-way on Pompano Drive, between houses#669 and #693 Eastwood Drive, Palm River PUR Page 2 of 14 Areas 1 and 2 I 1 6C 2 WD#5 Backup Page 6 of 6 -44.1:-.11t-ManiStAAPJP14.;64:Jczkirfit p ! ; r"�Sk + kh �y1 1 { Ant fiA'f'""y ,-, c'iS tT'e5" ! gF'Y F .S € .- Y ) `� 0,84°E (T) O 26°17'8"N,81°46'27"W*62ft A 11ft a£XS,` ,, 5 S 4 4 i +x"4iyx�- ',*s .r ,;It,'t. ,es-r2,'. .>: �r-!n lvii. 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'��.�.-.t. _"' •.sr.�r:`"�'-"."+::.n .� _.�'{` _ v_r�=s�-� � t �-`�Contract blue locator tape over installed 8-inch DR 18 PVC water main, adjacent to house#515 Pompano Drive onCypress Way East, ear Sta. 20+81± 7.. . Fr`5 x-�ri",�'rN'` Y�q z i TT' -�,F .a,fx, - 3�d fit A W.;;;:ttigrk,i'i' ' a:ky, .• ' yyr�� - 'r""�" why` P� p,„ n Ai M` ' 3 . �` �+ r 1r'i:l-t`$", * ),W4.F,'k.-.,. _0.7,...-. ...:'00145, 1;>.: �.,,,r.7..yy..<.ra`tec ' .r �r.„�'t+b ,""`".` °NE m(T)A 4 © y.�g26°17'$"N,81°46'27"Wr t88 t e4 T 10f� 1 ,r" w4ls ti. a y a e i rr a y ,{u t . b-, Tw s' �` aViP C. c d rM` " j,,S Ys:,f '` irrSi rc J r V '"1 qry.. c'i , v j ., 1 ? J + rrF riy ytz f y?y `L .s' i ; at r at -.f p � 3 .,e t".,y +w fi 47 � ?� ' 7 j � i.A y,a i. 1.0 0. ,..t.). „.„..,,,,,,J-a, fick.i..e.,44 .• .1„..,4•4 ,, ..,.,--%:Alt,''a.,,,,. ''''' y. c w�„fir,''v .� rx r0. r+� ' :'�t .C� ,.,ptx�,�I, r ,4. 774. '�Y 'T,01 dal*�3 .' ' l✓ -F� r Sk ,.p s i.". r!� • n rt iFa F e e vac i Oil+ o o, at.- ki i ' ,- I. '' �c�a k;: f, ' ''---c. r 3;'V':-- 'rlr-j +moo-`r„;, .�' ' �c. r"x :t.,.p r T. 7s Y""`:4' .r F �4 w. ..'�-.✓'.`-n _;F € st k. ' �;y.._v..n F,.f * Contractor encounter an short section unidentified and unlocated existing asbestos cement stormwater pipe while installing 8-inch DR 18 PVC water main, adjacent to house#515 Pompano Drive on Cypress Way East, near Staff. 20+95± .mom° .ee P +ai'�ea��e�a A---�+�yx �eN we) `�^m�"- .ar eam'seu�Ta0.+*.�' Palm River PUR Page 10 of 14 Areas land 2 (_'i'st'.F 1 6 C 2 WD#7 Backup Page 1of5 Collier Cotllit: t_E rineeriIAa & Project Mana erment Division WORK DIRECTIVE CHANCE CONTRACT#/PROJECT NAME: WORK DIRECTIVE#7 it22-7992R Palm River PUR Areas 1 &2 PURCHASE ORDER#:4500223134 DATE OF ISSUANCE: June 9,2023 OWNER: Collier County Board of Commissioners PROTECT#: 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: The Owner,Collier County,is in receipt of the Contractor's(Ryan MacPhee)email dated 5/23/2023. The County and Design Professional do not concur with all of the stated information from Mr. Greg Rawl. However,pursuant to contract provisions 2.3, Owner and Design Professional have investigated the conditions and agree that there are unknown physical conditions of unusual nature at pump station number 103.08, There is an immediate need to address this matter to avoid delays and minimize neighborhood disruption, while accelerating the restoration. To immediately address this situation, the designs professional is updating the design documents to raise the gravity sanitary sewer system. The Contractor is directed to proceed with the construction based off the updated design. The Contractor agrees the redesign witl not result in an increase to the contract amount and will be seeking only additional time to complete the project. The Owner and Contractor agree to process a zero dollar change order to include approximately 60 additional days. Purpose of Work Directive Change: See above. Reason/Justification: See above. Attachments: Copy of email 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: $0.00 TBD RECOMMENDED: AUTHORIZED: AGREE Mark W. oZir,r„dphl r Minor P.C. °i023A409 DueriDiana A-,• roa�aan�x�r "` By: Mark Minor, PE By: Diana Duerr, PMP �T3 : yttn MacPhee President Owner's Representative Contractor iI 16C2 WD #7 Backup Page 2 of 5 From: puerlDlana To: Allyson Holland Cc: lustin Frederlksen Subject: RE: Palm River Time Request Date: Thursday,July 13, 2023 10:28:23 AM Attachments: imaae001.Dnq image003,ona Allyson, Please included in the Change Order#1 Thank you, .�� Z2fee4,,' PMP Project Manager Ill CoTL er County Engineering&Project Management Division 3339 Tamiami Trail East, Suite 303, Naples, FL.34112 Phone:239-252-4218 Cell:239-601-1290 From:Allyson Holland<aholland@gradyminor.com> Sent:Thursday,July 13, 2023 10:27 AM To: DueriDiana <Diana.Dueri@colliercountyfl.gov> Cc:Justin Frederiksen <JFrederiksen@gradyminor.com> Subject: RE: Palm River Time Request 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, We concur that the additional time request for the sanitary sewer redesign is reasonable as indicated by Haskins in the email below. Please let us know if you have any questions or need any additional information. Thank you, Allyson M. Holland, P.E. Project Manager *//11 GraCiyMV1inor 3800 Via Del Rey Bonita Springs,FL 34134 Phone-239.947,1 144 Fax-239.947.0375 1 6C 2 WD #7 Backup Page 3 of 5 Web-http:l/www.grattvminor.com Please consider the environment before printing this email • DISCLAIMER:This communication from Q.Grady Minor&Associates,P.A.,along with any attachments or electronic data is intended only for the addressee(s)named above and may contain Information that is confidential,legally privileged or otherwise exempt from disclosure. The recipient agrees and accepts the following conditions:The electronic tile/data is for informational purposes only and is the responsibility of the recipient to reconcile this electronic file/data with the approved and certified"plan of record"along with actual project site conditions.Q.Grady Minor&Associates,P.A.reserves the right to revise,update and improve its electronically stored data without notice and assumes no responsibility due to a virus or damages caused by receiving this email. From: DueriDiana<Diana,Dueri c+colliercountyfl.gov> Sent:Thursday,July 13, 2023 9:33 AM To:Allyson Holland <ahollandPgradyminor.com> Cc:Justin Frederiksen<lFrederiksen)gradyminor.com> Subject: FW: Palm River Time Request Hi Allyson, Please let me know if this request is reasonable. Thank you, <uz<r .C/.rce-te; PMP Project Manager Ill Colter County Engineering&Project Management Division 3339 Tamiami Trail East, Suite 303, Naples, FL 34112 Phone:239-252-4218 Cell:239-601-1290 From: Ryan MacPhee<rmacoheePhaskinsinc.net> Sent:Thursday,July 13, 2023 9:11 AM To: DueriDiana <Diana.Dueri( colliercountyfl.gov> Cc: Allyson Holland <ahollandPgradyrninor.com>; Ben Elwell <belwellC-Dhaskinsinc.net>; MLAGO( HASKINSINC.NET; Ryan MacPhee<rrnacpheePhaskinsinc,net> Subject: Palm River Time Request 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, Haskins has notified Collier County that during sanitary sewer installation we encountered unforeseen conditions and it was agreed upon by all parties to raise the system in order to continue the project in a safe,constructable,and timely manner. While Haskins has agreed to pay for additional costs that will be incurred due the design changes, the changes will result in additional time to complete the project.We are requesting the additional days as listed below: f,�f, 1 6C 2 WD #7 Backup Page 4 of 5 Engineer redesign of plans—30 days Redesign and retrofit sanitary manholes—30 days Additional Sanitary Sewer bypassing— 15 days Additional grouting of sewer main and services— 15 days Installation of additional pump station 84 force main—30 days Total Days requested to be added to Contract : 120 Days Respectfully, Ryan.NlaecPliee 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 SENT qq._i 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. NO 16C2 WD #7 Backup Page 5 of 5 From: Ryan MacPhee To: Plana Duerl Cc: Mabel Laco; belwelR haskinsinc,net;Allyson Holland Subject: RE:Palm River URP Area 1 delays Date: Monday,December 11,2023 10:36:19 AM Attachments: image001.onct imacie003.onq Diana, Due to continued delays with shipping of the Pump station Control panel,Xylem is expecting an additional 30-45 days beyond the originally anticipated ETA. • Haskins would like to request an additional 30 days beyond the originally requested 120 days in order to account for these industry delays. Thank you, tan niacTliee 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 vw f. • From:Allyson Holland<aholland@gradyminor.com> Sent: Monday, October 9, 2023 1:20 PM To: Benjamin Bullert<Benjamin.Bullert@colliercountyfl.gov> Cc: Diana Dueri<Diana.Dueri@colliercountyfl.gov>; Ryan MacPhee <rmacphee@haskinsinc.net> Subject: RE: Palm River URP Area 1 delays Thanks Ben, I've attached the signed CO#1. Thanks, Allyson M. Holland, RE. • Project Manager �i i'�'1 C1yM111 or 33O0 Via Del Rey Bonita Springs,FL 34134 1st()