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Backup Documents 04/26/2022 Item #11A 1 M•r A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 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. **NEW** 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 �(�� A ��c�� SAT =/� 4. BCC Office Board of County 4)a- � ^l�c� Commissioners 5. Minutes and Records Clerk of Court's Office r PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Phone Number Contact/ Department ra.I - Pa.jQ� Agenda Date Item was lr Agenda Item Number Approved by the BCC I ac.I a a- Type of Document ""�`' " Number of Original Attached ()tat.e. 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? 944 2. Does the document need to be sent to another agency for additional signatures? If yes,provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet. NI 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 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. 1444 7. In most cases(some contracts are an exception),the original document and this routing slip should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. BeNware of your deadlines! 8. The document was approved by the BCC on fibk(9/aland all changes made during N/A is not the meeting have been incorporated in the attached document. The County ( an option for Attorney's Office has reviewed the changes, if applicable. Q this line. 9. Initials of attorney verifying that the attached document is the version approved by the N/A is not BCC,all changes directed by the BCC have been made,and the document is ready for the an option for Chairman's signature. this line. 1 1 A Ann P. Jennejohn From: Ann P.Jennejohn Sent: Monday, May 2, 2022 1:07 PM To: PajerCraig Subject: Contract#18-7484 Change Order(Item #11A 4-26-22 BCC Meeting) Attachments: Contract#18-7874 Change Order (Item #11A 4-26-22 BCC Meeting).pdf Good Aftervtoor, Please see the attached executed documevtt for your records. Thavtk you. Ann Jennejohn BMR Senior Deputy Clerk II �,•l,t ter k, Clerk to the Value Adjustwtevtt Board Office: 239-252-8406 Fax: 239-252-8408 (if applicable) Avivt.Jevtvtjjohvt@CollierClerk.cowt ., � Office of the Clerk of the Circuit Court !kttN'1 r..y\\ & Comptroller of Collier County 3299 Tamiami Trail, Suite #4O1 Naples, FL 34112-5324 www.CollierClerk.com 1 CO ,County Procurement Services vety Change Order Form ®Contract Modificatinn ❑Work Order Modification ❑Amendment Contract#:( 18-7474 I Change#:1 12 1Purchase Order#: 4500194995 Project#: 70194 Contractor/Firm Name: Mitchell&Stark Construction Co.,Inc. Contract/Project:1 Design-Build of NESA Intertim WJVTP,Tanks,etc. Project Manager Name:[ Craig Pajer EPMD Divibio..Name. Original Contract/Work Order Amount $ 77,653,700.00 3/12/2019-11B Original BCC Approval Date; Agenda Item# Current BCC Approved Amount $ 77,653,700.00 3/12/2019-11B Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 65,998,567.60 7/24/2022 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 10 058,017.11 -2.06% Total Change from Original Amount Revised Contract/Work Order Total 1 $ 76,056,584.71 -2.06% Change from Current BCC Approved Amoun Cumulative Changes $ (1,597,115.291 15.24% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed'. 4/1/2019 Original 12/26/2021 1 Last Approved( 1/26/2023 Revised Date 1/6/2024 Date l Cvm1,k tl�rr I Date I Includes this change) #of Days Added [ 345 I Select Tasks ❑Add new task(s) ElDelete task(s) ❑Change task(s) (ElOther(see below) L 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. — - -- 1.) The RPS included the design and construction of multiple pipelines to the future Immokalee Road Rural Village(Segment 5A)and Hogan Island Village(Segment 5B). At the time of the RPS,we had no discussions with either developer. After the contract was issued, we have had ongoing discussions with all of the upcoming developers in the Northeast Service Area. Discussions with developers resulted in BCC-approved Developer Contribution Agreements (DCAs) in which we agreed to provide utility services, and the developers contributed to a portion of the initial cost. We agreed to provide the initial 50%of needed capacity as we intend to construct the final 50%of needed capacity when needed. For Immokalee Road Rural Village (Segment 5A), we agreed to provide 100% capacity initially for wastewater and IQ service initially resulting in increased pipe sizes, resulting in an increase in the cost of$2,972,334.91. For Hogan Island Village(Segment 5B), our RPS only included service to the "village." We subsequently learned that the developer intends to convert the village to a town in the future which results in increased utility demands and pipe sizes. Continuing our strategy of providing 50%of the ultimate capacity,we are required to increase pipe sizes from the originally anticipated demands, resulting in an increase in the cost of$10,220,382.20. The use of allowance funds in the amount of$3,134,700.00 resulted in the net increase for segment 58 in the amount of$7,085,682.20 and zero dollars remaining in the allowance. This change order increases the contract amount by$10,058,017.11 and adds 345 days 2.) The original contract did not have the benefit of negotiations with the development community. 3.) If this change is not processed, Collier County Public Utilities would not be able to provide essential utility service to the BCC-approved developments and we would be in violation of negotiated agreements. Digrlally signed by Pajer Craig PajerCraig -- Dale:2022.03.09 Prepared by: 15:20:26-05'00' Date: Craig Pajer,Subregional Utilities Director • Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Michael Westhafer,Vice President 419 r2Z pDate: Mitchell& Stark Construction Co., Inc. Approved by: Not applicable—Design/Build Contract Date: (Design Professional and Name of Firm,if project applicable) SchneebergerSara Digitally signed by SchneebergerSara Approved by: Date:2022.03.10 11:18:25-05'00' Date: (Procurement Professional) Revised:10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) ' PROCUREMENT USE ONLY j I- Admin I RPC BCC ES 1 CAO 1 1 A " BelloneJose N Be Dlgiiall llyslgnedby oneJoseph Date:2022.03.09 Approved by: h 15:40:16-05'00' Date: (Division Director or Designee) 0 Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin BCC BCC ES 11A ' . ATTEST: BOARD OF COU• •MMISSIONERS Crystal K.Kinzel,Clerk of Courts COLLIER CO ►I _1,FLO 1 &ConGtptio]ier 6L).- ' C' .,r_ � 46•14404,Ce By: • _ ‘11°,..iiiiv Willia L. McDaniel,Jr.,Chairman / Dated: 45/ 4I'2&1' LF Attest as to Chairman.s signal 4nly4 A ve s o f . at leg li By: -el) S . each Deputy County Attorney 1 rr r' 1I 1 1 A Contract#18-7474 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount 1 DMP of Segment $(712,038.98) 0 1000 Sales Tax Savings 1 Pipe 2 DMP of Segment $(3,560,265.85) 0 1000 Sales Tax Savings 3 Pipe 3 DMP of Segment $(1,769,881.61) 0 1000 Sales Tax Savings 4A Pipe 4 DMP off rErvPoqua $ (2,569,881.14) 0 1000 Sales Tax Savings 5 DMP of Segment $(566,934.52) 0 1000 Sales Tax Savings 4B Pipe 6 DMP of Effluent $ (413,373.68) Filters 0 1000 Sales Tax Savings DMP of Pump 7 Skids&Blowers $(1,211,448.49) 0 1000 Sales Tax Savings 8 CancDe�Blower $137,942.49 0 1000 Required fast delivery 9 P Change toIQ $(1,692,905) 90 1,090 Value Engineering VVWTP 10 Change to PLCs $(20,626.57) 120 1,210 Value Engineering 11 Landscape Buffer $724,280.95 186 1,396 Result of competitive bids Use of allowance and increase in Changes due to DCA 12 the project amount $10,058,017.11 345 1,741 negotiations for segment 5 pipe size increase Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman Rpl BCC ES 1 1 A joHNs a SINCE 1946 ENGINEERING March 03,2022 Via Email Only: CraiE.Paier(a7colliercountyfl.aov Mr.Craig Pajer,P.E. Collier County Public Utilities—EPMD 3339 Tamiami Trail East, Suite 303 Naples,FL 34112-5361 RE: NESA Interim Wastewater Treatment Plant Mitchell &Stark Construction Co.,Inc. (Builder) Change Order#12-Third-Party Review Dear Craig: Please accept this letter in response to your request to provide a third-party review of Mitchell& Stark Construction Co., Inc.'s (M&S) request for Change Order #10 for the above reference project. Change order#10 will add segments 5a and 5b to the contract (see attached map). The request includes: 1)new pipe pricing to accommodate increased pipe size from 12"to 16" and an increase in material cost since bidding; 2) added fiber and conduit along both routes 3) a request for additional time to complete the work. Based upon the enclosed details provided to us, our research and recent similar projects, Johnson Engineering supports the requests made in Change Order#12 and believes it to be fully justified and appropriate. Do not hesitate to contact me if you have any questions. Sincerely JOHNSON ENGINE ,INC. D ii s i . i Mi ael S. Di key,P.E. 44V.P./Director of Utility Services MSD/ljb Enclosure: 2/21/22 Bids 20192060-000 6 2122 Johnson Street.Post Office Box 1550.Fort Myers,Florida 33902-1550 Phone:(239)334-0046. www.JohnsonEneineerine.com 1 1 A MITCHELL&STARK CONSTRUCTION CO., INC. 6001 SHIRLEY STREET, NAPLES FL 34109 PHONE: (239)597-2165 EXT. 317 EMAIL: JDINAdtiMITCHELLSTARK.COM BUDGET FOR: NESA 5A Ductile Iron BUDGET TO: COLLIER COUNTY DATE: 2/21/22 ATTENTION: MR. CRAIG PAJER P.E. DESCRIPTION QTY UNIT UNIT PRICE TOTAL WATER MAIN 8 INCH DI Class 250WATERMAIN 160.00 LF $112.15 $17,944.00 20" HDPE WATER MAIN 160.00 LF $374.00 $59,840,00 16" DI CLASE 250 WATER MAIN 5860.00 LF $185.46 $1,086,795.60 8 INCH GATE VALVE 2.00 EA $2,640.00 $5,280.00 16 INCH GATE VALVE 12.00 EA $9,170.00 $110,040.00 36x20 SS TAPPING SLEEVE&VALVE 1.00 EA $44,410.00 $44,410.00 FIRE HYDRANT 12.00 EA $9,170.00 $110,040.00 AIR RELEASE VALVE 1.00 EA $3,570.00 $3,570.00 PERM. BACTERIAL SAMPLE POINTE 4.00 EA $3,010.00 $12,040.00 TEMPORARY BACTERIAL SAMPLE POINTE 7.00 EA $612.85 $4,289.95 LEAK DETECTION DEVICE 1.00 EA $19,070.00 $19,070.00 TEMPORARY BLOWOFF 5.00 EA $4,180.00 $20,900,00 METER ASSEMBLY 1.00 EA $136,560.00 $136,560.00 IQ MAIN 16 INCH HDPE DR 11 120.00 LF $358.00 $42,960.00 16" DI CLASE 250 IQ MAIN 5860.00 LF $194.03 $1,137,015.80 16 INCH GATE VALVE 10.00 EA $9,330.00 $93,300.00 20 INCH IQ VALVE 1.00 EA $17,630.00 $17,630.00 24 INCH IQ VALVE 1.00 EA $24,030.00 $24,030.00 ARV 1.00 EA $3,620.00 $3,620.00 TEMP. BLOWOFF 1.00 EA $4,040.00 $4,040.00 CUT IN TEE 1.00 EA $41,355.00 $41,355.00 24 INCH DIP 60.00 LF $389.00 $23,340.00 24" DEFLECTION OF EXISTING MAINE 1.00 EA $30,850.00 $30,850.00 FORCE MAIN 20 INCH HDPE DR 11 FORCE MAIN 120.00 LF $373.00 $44,760.00 16 INCH DR 18 FORCE MAIN 5860,00 LF $216.75 $1,270,155.00 16 INCH PLUG VALVE 9.00 EA $12,600.00 $113,400.00 24 INCH PLUG VALVE 1.00 EA $37,420.00 $37,420.00 ARV 1.00 EA $12,790.00 $12,790.00 TEMP. BLOWOFF 1.00 EA $9,410.00 $9,410.00 24X20 SS TAPPING SLEEVE&VALVE 1.00 EA $41,450.00 $41,450.00 FIBER CONDUIT 2-2 INCH SDR 13.5 REEL CONDUIT 21800.00 LF $23.00 $501,400.00 PULL BOXES24 X 36X18 QUAZITE COM. H2O 48.00 EA $4,170.70 $200,193.60 0 DESCRIPTION QTY UNIT UNIT PRICE TOTAL RESTORATION &OTHER MOBILIZATION 1.00 LS $158,000.00 $158,000.00 GENERAL CONDITIONS 1.00 LS $143,400.00 $143,400.00 SOD 34000.00 SY $2.60 $88,400.00 CLEANUP 12500.00 If $3.50 $43,750.00 SILT FENCE INSTALL& REMOVE& MAINTAIN 12500.00 If $3.00 $37,500.00 CONCRETE DRIVEWAYS 35.00 EA $3,500.00 $122,500.00 ASPHALT DRIVEWAYS 15.00 EA $3,500.00 $52,500.00 BRICK DRIVEWAYS 6.00 EA $4,500.00 $27,000.00 ROAD CROSSINGS 8.00 EA $4,000.00 $32,000.00 OVERLAYS 1655.00 SY $15.00 $24,825.00 DRAINAGE PIPE 1728.00 LF $62.82 $108,552.96 MAIL BOXES 25.00 EA $100.00 $2,500.00 MOT 1.00 LS $12,000.00 $12,000.00 _ CONCRETE MES 96.00 EA $1,530.00 $146,880.00 Sign &Striping 1.00 LS $2,500.00 $2,500.00 SURVEY AND JOHNSON CCOST 1.00 LS $180,528.00 $180,528.00 NPDES 12.00 MO $800.00 $9,600.00 TOTAL $6,472,334.91 NOTE:Above cost do not include any changes required from the right away permit that is being applied for. ] $3,500,000.00 already approved for segment 5A;need to increase by$2,972,334.91 Additive rind Deductive Alternsle Bld�Itews• Add Segment 5A LS 1 $3,500,000.00 Add Segment 5B LS 1 $7,900,000.00 Deduct Segment I IQ Main LS I $550,000.00 and Segment 2 IQ west of tee Total GMP(with alternate bid itums1 $77.653.700.00 rf IrI 1 A MITCHELL &STARK CONSTRUCTION CO., INC. 6001 SHIRLEY STREET, NAPLES FL 34109 PHONE: (239)597-2165 EXT. 317 EMAIL: JDINA@MITCHELLSTARK.COM BIS FOR: NESA 5B Ductile Iron BUDGET TO: COLLIER COUNTY DATE: 2/22/22 ATTENTION: MR. CRAIG PAJER P.E. DESCRIPTION QTY UNIT UNIT PRICE TOTAL WATER MAIN 16" DI CLASS 250 WATER MAIN 21800.00 LF $177.55 $3,870,590.00 16 INCH GATE VALVE 31.00 EA $8,580.00 $265,980.00 12 INCH GAE VALVE 1.00 EA $4,323.00 $4,323.00 CONNECT TO EX. MAIN 1.00 EA $3,650.00 $3,650.00 FIRE HYDRANT 32.00 EA $9,170.00 $293,440.00 AIR RELEASE VALVE 2.00 EA $3,570.00 $7,140.00 PERM. BACTERIAL SAMPLE POINTE 8.00 EA $1,516.00 $12,128.00 TEMPORARY BACTERIAL SAMPLE POINTE 8.00 EA $513.00 _ $4,104.00 TEMPORARY BLOWOFF 1.00 EA $4,180.00 $4,180.00 IQ MAIN 16 INCH DUCTILE IRON CLASS 250 IQ MAIN 21500 LF $171.09 $3,678,435.00 16 INCH IQ VALVE 23.00 EA $8,580.00 $197,340.00 ARV 2.00 EA $3,570.00 $7,140.00 TEMP. BLOWOFF 1.00 EA $4,180.00 $4,180.00 CONNECT TO EX. IQ MAIN 1.00 EA $3,650.00 $3,650.00 FORCE MAIN 16 INCH DR 18 FORCE MAIN 21800.00 LF $208.54 $4,546,172.00 16 INCH PLUG VALVE 23.00 EA $11,410.00 $262,430.00 ARV 2.00 EA $12,790.00 $25,580.00 TEMP. BLOWOFF 1.00 EA $9,410.00 $9,410.00 CONNECT TO EX. MAIN 1.00 EA $15,710.00 $15,710.00 FIBER CONDUITS 2-2 INCH SDR 13.5 REEL CONDUIT 21800.00 LF $23.00 $501,400.00 H2O 48.00 EA $4,170.70 $200,193.60 RESTORATION &OTHER MOBILIZATION 1.00 LS $325,000.00 $325,000.00 GENERAL CONDITIONS 1.00 LS $322,850.00 $322,850.00 SOD 181667.00 SY $2.60 $472,334.20 CLEARING 29.00 ACRE $25,002.60 $725,075.40 CLEANUP 65400.00 If $3.50 $228,900.00 CONCRETE DRIVEWAYS 88.00 EA $3,500.00 $308,000.00 ASPHALT DRIVEWAYS 78.00 EA $3,500.00 $273,000.00 0 1 1 A DESCRIPTION QTY UNIT UNIT PRICE TOTAL BRICK DRIVEWAYS 48.00 EA $4,500.00 $216,000.00 GRAVEL DRIVEWAYS 34.00 EA $1,200.00 $40,800.00 ROAD CROSSINGS 54.00 EA $4,000.00 $216,000.00 OVERLAYS 12800.00 SY $15.00 $192,000.00 DRAINAGE PIPE 2304.00 LF $63.00 $145,152.00 MOT 1.00 LS $79,000.00 $79,000.00 CONCRETE MES 128.00 EA $1,530.00 $195,840.00 Sign &Striping 1.00 LS $9,000.00 $9,000.00 SURVEY AND RECORD DRAWING &CM 1.00 LS $443,055.00 $443,055.00 NPDES 14.00 MO $800.00 $11,200.00 $0.00 $0.00 $0.00 $0.00 TOTAL $0.00 $18,120,382.20 CLARIFICATIONS: 1. PRICES DOES NOT INCLUDE ANY CHANGE IN RIGHT AWAY PERMIT THAT IS REQUIRE[ 2 PRICES DOES NOT INCLUDE ANY WORK ON IMMOKALEE ROAD. $7,900,000.00 already approved for segment 58;need to increase by$10,220,382.20. Additive and Deductive Alternate Bid Items: Add Segment 5A LS I $3,500,000.00 Add Segment 5B LS I , $7,900,000,00_ Deduct Segment I IQ Main LS I $550,000.00 and Segment 2 IQ west of tee Total GMP(with alternate bid items) $77,653,700.00 1 1 A 'I) z W z '� k A z i- ._ 4..., . ,w c ...., g ‘1 r if a w :,: M,rr v+, a tan i,"y y' Z. c ..S - - • • _ .. -I "lam-.. v _ i- r__ lb 11•1111111 Everglades Boulevard '�P• .,. ..; .I._ 9 `+ 4y, - ,4„ #t CI I a' • jil, E.t if < l 0 ......! _..._-. , ...... ,,. ...,,its Vit . , . .. .i. Lki z r �. Cr Contract#18-7474 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount 1 DMP of Segment $ (712,038.98) 0 1000 Sales Tax Savings 1 Pipe 2 DMP of Segment $(3,560,265.85) 0 1000 Sales Tax Savings 3 Pipe 3 DMP of Segment $(1,769,881.61) 0 1000 Sales Tax Savings 4A Pipe 4 DMP of rErvPoqua $ (2,569,881.14) 0 1000 Sales Tax Savings VVV 5 DMP of Segment $(566,934.52) 0 1000 Sales Tax Savings 4B Pipe 6 DMP of Effluent $(413,373.68) 0 1000 Sales Tax Savings Filters DMP of Pump 7 Skids&Blowers $(1,211,448.49) 0 1000 Sales Tax Savings 8 CancDe�BPlower $137,942.49 0 1000 Required fast delivery Change to IQ 9 VVVIITP $(1,692,905) 90 1,090 Value Engineering 10 Change to PLCs $(20,626.57) 120 1,210 Value Engineering 11 Landscape Buffer $724,280.95 186 1,396 Result of competitive bids Use of allowance and increase in Changes due to DCA • 12 the project amount $10,058,017.11 345 1,741 negotiations for segment 5 pipe size increase 0 Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Adman Rp1 BCC ES ! 1A Contract#18-7474 Change Order/Amendment Summary COST TIME CO# AMD# Description Days New Justification Additive(+) Deductive(-) Added Amount 1 DMP of Segment $(712,038.98) 0 1000 Sales Tax Savings 1 Pipe 2 DMP of Segment $ (3,560,265.85) 0 1000 Sales Tax Savings 3 Pipe 3 DMP of Segment $ (1,769,881.61) 0 1000 Sales Tax Savings 4A Pipe 4 DMP ofuETvPoqua $ (2,569,881.14) 0 1000 Sales Tax Savings 5 DMP of Segment $(566,934.52) 0 1000 Sales Tax Savings 4B Pipe 6 DMP of Effluent $ (413,373.68) 0 1000 Sales Tax Savings Filters DMP of Pump 7 Skids&Blowers $(1,211,448.49) 0 1000 Sales Tax Savings 8 Cancel DMP $137,942.49 0 1000 Required fast delivery Change to IQ 9 WWfP $(1,692,905) 90 1,090 Value Engineering 10 Change to PLCs $(20,626.57) 120 1,210 Value Engineering 11 Landscape Buffer $724,280.95 186 1,396 Result of competitive bids Use of allowance and increase in Changes due to DCA 12 the project amount $10,058,017.11 345 1,741 negotiations for segment 5 pipe size increase 0 Revised:01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) 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