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1st Change Order 09/18/2024 a�,��,'r BOARD OF COUNTY COMMISSIONERS County of MonroeMayor Holly Merrill Raschein,District 5 The Florida Keys Mayor Pro Tem James K.Scholl,District 3 Craig Cates,District 1 �. Michelle Lincoln,District 2 David Rice,District 4 Memorandum DATE: 09/18/2024 TO: BOCC Digitally signed by Kevin G.Wilson, FROM: Kevin G. Wilson, P.E., Assistant County Administrator PE Date:2024.09.18 12:48:41-04'00' THRU: Christine Hurley, County Administrator Christine Digitally signed by Christine Hurley Date:2024.09.18 SUBJECT: Proposed Change Order to be Approved Hurley 10:01:49-04'00' Attached is proposed Change Order Memo #1 for the Twin Lakes Flood Mitigation project. This change order increases the final contract sum by $171,600.00. The substantial completion date is unchanged. Monroe County Ordinance 027-1998 and subsequent amendments provide authority for the Administrator to approve change orders within specified limits after providing Board of County Commissioners with at least 24 hours to review them and pose any questions or objections that they may have. It is the Administrator's intent to approve the attached change order under that authority after the 24- hour BOCC notification time. MoNwE CouENGnmmq1 MAKAGEM9 .......—------ JNTY1 .............CONTRACr CHANGE ORDER PROJECT TITLE: Twin Lakes Flood Mitigation Project CHANGE ORDER NO: I INITIATION DATE: 9/13/24 TO CONTRACTOR: Ferreira Construction Co. Inc. CONTRACT DATE: 5/15124 The Contract is revised as follows: ..................... ................................. ........................ .............— ...... .............. Original Total Contract Sum �,'Monroe Count and FKAA combi!1qdJ ................. ............................. .........................$211111,117113141,125�82-71 -................. ............................... Net change by previously authorized Change Order $0.00 ....................................... ..................... ............. ................ Contract Sum is net(increased)by this Change Order 1 to MC bid items (listed below) $171,600.00 .............. ..........................................- ................... -------...... ............................... ...........— Total Revised Contract Sum including lsChanq�,q!0erNo. 1 $211,19051858.71- ................ ................................... ........... .............. ...................................... Pursuant to contract article 7.2.2, the cost or credit to the owner resulting from a change in the Work shall be determined in one or more of the following methods: 7.2.2.1 mutual acceptance of lump sum properly itemized and supported by sufficient substantiating data to permit evaluation. 7.2.2.2-unit ,r' stated in the Contract Documents or subseg!Ap!1qy aMq0-u2QQ,,, 7.2.2.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee. A) This change order no. 1 extends the barrier wall on Shaw Drive which was designed with a "gap" between station 21+73.32 and 24+67.67 (294.4 LF). The Engineer of Record has determined that the "gap" is a safety issue and therefore the wall is being extended in this area and the associated bid items to perform the pavement work will be ad su a c a . .2.2,this one order no. 1 results Jn the foil inc-unit u Bottom OvenialUnderrun Description Unit QAntlty Urit Price Amount ........... 120-1A Overrun Regular Exca\ration-Fbadway CY 44 $ 65.00 $ 2,860.00 ........... ......... 160-4 Overrun ailization Type B SY 132 $ 15.00 $ 1,980-00 1285-704 Overrun Opt.Base Group 04,Asph.Base(Type B-12.5)SY 521_- — ----1.-- Overrun Sioulder(bncrete Barrier, FbtainingWall LF 294.4 $500.00 $ 147,200-00 .........................— — �. perpaveAsphaltic Cbnc.,Traffic A TN 30 $300.00 $ 9,000-00 $ 171,600.00 B) In support of item A, this change order no. 1 incorporates Revision No. 5 (sheet nos. G-1A, RD-5A, and RD-6A) into the Contract. C) This change order 1 incorporates Revision No. 3 (sheet nos. G-11A, SD-1A, SD-2A, RIB-11A, RD-2A, RIB-3A, RD-4A, RD-5A, RD-6A, RIB-7A, RD-8A, RD-9A, RD-10A, RD-11A, RD-12A, RD-13A, RCS-14A, RD-15A, RD-16A, RIB-17A, and RD-18A) into the Contract at no additional cost to Monroe County. Revision No. 3 entails minor changes to storm drainage rim elevations, offsets, and bottom elevations. Contractor agrees to accept the increase or decrease in monetary compensation and hereby waives and releases any and all claims for any additional compensation related to these bid items. The project commencement was July 15, 2024. This Change Order 1 represents (.789) %of the original contract price. (less than 1 percent). The Engineer of Record - EC R (WSP USA, Inc) and the Construction Engineering and Inspection Services - CEI (HDR Construction Control Corp.). concur with this change order. Not valid until RRpr2ygg_!1 0ff, ftfqpqIiceLbjeJ,.And,gqfl![ ctor � . @ . CONTRACTOR Date Judith Clarke P E Dig ita I I y signed by Judith Clarke,P.E. ENGINEERING SERVICES DIRECTOR r Date:2024.09.17 16:19:06-04'00' ate_....... y Digitally signed by Christine Hurley Christine Hurle I ITTCOUNTY Date:2024 09 20 12:21:5404'00' ..... Date IWMP..rANROE COUNTY A.'A"&'Q'URNIM a CNgMtal;ME LIIMBERTdB4.4Ek14IW u Change Order Attachment per Ordinance No. 004-1999 0 Change Order was not included in the original contract specifications. Yes 0 No If yes, explanation: The barrier wall on Shaw Drive was designed with a "gap" between station 21+73.32 and 24+67.67 (294.4 LF). The Engineer of Record has determined that the"gap" is a safety issue and therefore the wall is being extended in this area. 0 Change Order was included in the original specifications. Yes E] No Z If yes, explanation of increase in price: Per subarticle 7.2.2.2,this change order no. 1 results in an overrun to bid items as outlined below: .................. .......... —--—------ .......... ................-------- Elditern OvernWiLkWernin Description Lkit Quantity UnitPrice Amount . .........—--------------------- $ 2,860.00 -'6;Wrun Fbgular Excavation-Fbadway CY ... ..................... un Sabilization Type B SY 132 $ 15.00 $ 1,980.00 n---- --O-p-f.—Bas`e'-G-'r'o-u-p-04,A-s-p—h. B-a-`s-e,-(,T-ype B---12.-5-)-S-,-Y" ---132,--$,- 8'0'.......0,-0, 0-0-- 521-72-41-1 Overrun 6ulder Cbncrete Barrier, Fbtal ni ng Wal I LF 294.4 $500.00 $ 147,200-00 334-1-11 run Siperpave Asphaltic Gonc.,Traffic A TN 30 $300.00 $ 9,000-00 -—------------------—- ................ ............ $ • Change Order exceeds$25,000 or 5% of contract price (whichever is greater). Yes F1 No E If yes, explanation as to why it is not subject for a calling for bids: Change Order 1 is less than 1%of contract total. • Project engineer/architect approves the change order. Yes 0 No El If No, explanation of why: • Change Order is correcting an error or omission in design document. Yes No Z Should a claim under the applicable professional liability policy be made? Yes El No Z Explain: Subject-FW:Revision No.5,Change Order No.J.-extends the barrier wall on Shag Drive-Quantity Adjustments utloru;This is n ern �mai Pleam ndf �hen eliekinljk�crr noenin�agta�hmnts Andres: See below.Let me know of your concurrence so we can proceed to revise the Change Carder. Thanks, Ain i1heril uao�lllibw¢aq,CGC,CCM Proi,na Eingle—r JA 305 7K8600 IFgIY IR Wring,ara"ff llnzUv;;;s From:Soto,Luis<j,4,a,5r��, rn5`'i�&id trl:Y> Sent-Thursday,September 12,202411:53 AM To:Sabbag,Anthony A. (gjl l>;Corning,Gregory<, Cc:London-Debra<l.��ai�f�•!-,.1�s.'s.`1s �i 6�1�1„i,�i A J, a��1 ;Alequin Rodriguez,Samuel I>;judeen.johnson <�i�Yi4 s i, .t2C;l,d,,..t.11,(t�rVhg7 tirCC,> Subject-RE:Revision No.5,Change Order No.1-extends the barrier wall on Shawn Drive-Quantity Adjustments ------------- ' jt-[,EiXT6RNAQ This imailrsrigins4trd 6r6n ouWe#s-df 4fre afgaixiaaR3iin::[Ta Hirt ellwrk finks or apsnstfaahine" onto"ydu recgghYxelfhe sender and iknaxi the dgntent is safe. GM Tony,the plans call for milling and resurfacing the entire road within this segment.By placing the barrier in this section,the existing pavement will still receive the milling and resurfacing items plus about 2'of pavement widening and the 1.5'average overbuild to the northern half of the existing road to make it a reverse crown. We revised quantities using 4'as opposed to 2'to account for the additional 9"and about 1'of forms, Thanks ..... IG VCeir ^. aa.mv l4'ce V,3rb!A'! CA"."^! Mu,Once eINAM4 20-1A ob zuaape a rdw R eg u%ir ExrAwnkmm Raaedwwaey 14 1T'5 W 12'11611111.00 ^PeC "_ alueaoSe womsar .... ...........--.... SY_..�,............. ...._. _Q 1 ..........195,00 '19 WO..0.0 °,,kf-1QXma change awir¢Neur 00 Mae:tkir 634 Ae aeNY n'.Nemue 3 011,5 AP ��"32 1"#4�,i!dJ d'hd...�.�.... 3' A 1rM."dV a;M'oeau3pro arou"rllea• af•EP_C9&d C�014C eA3t'RER,IfRETdUV'36CA�r EA".9"IiO�N LF o .._..d.". N„dU 1"d41'u�UW.Sh� ....... *au y �. __..�........ _ .........�,�... _... _. _......... v+ave ww Na ffic.r31 r.awce,r"w'etl'I A Ir"a 1011.C11 $9%Ud o I@..�......m. ��.... _�..�....�.... Luis Soto,PE Sr.Vice President Water Resources Engineering 239-896-5577 From-Sobbag,AnthonyA<,aI I Yr, t �Fl,isid .li In> Sent;Thursday,September 12,2024 11:08 AM To:Soto,Luis<m,t„ ,`-,1:�,J� ,ram SI�f >;Corning,Gregory Cc:London-Debra<I'a,i �'....... 1 t, py>;Alequin Rodriguez,Samuel< ,� Johnson,Judean Subject:Fw:Revision No.5,Change Order No.1-extends the barrier wall on Shawn Drive-Quantity Adjustments Luis f Greg—see below comments from FCC for final determination of quantities affected. Thanks, Airffl'uaauuld YD'nt lP.aaq CGC,CCM G'rrsitcP a::du36ne�r. JA 30C%796.8600 II.3DIR P+s9rirrr.?ai7rnrtfv PVew:¢u^a. From:Andres Perez w,UQEISMD> Sent Wednesday,September 11,2024 5:28 PM To:Sabbag,Anthony A. Joel Hitchman Cc:Jose DeJesus Alecluin Rodriguez,Samuel London-Debra Subject:RE:Revision No.5,Change Order No.1-extends the barrier wall on Shaw Drive Quantity Adjustments 41 tIERTFRINA"Ll This'sirtai(Milruittod'frorfi outside ofm6'6igbn1kiVCu1.A)o but click'11161I or"Opin attachments the iondoir rind know the,content Is sate.,, Tony, The FOR is assuming no more than 2 feet for the reconstruction;however,the proposed Barrier wall is encroaching 2'9"into the road. Additionally,we will need at least 1 foot to place the forms. The reconstruction should be the 2'9"plus the 1'for the forms.This will be approximately 4' Can you please confirm with the COI the intent of only 2 ft of reconstruction? —P,X_ Top r­� ?Ile' 00 Iryp I Er,sp,Ma, �ryp� Aria.4 Bars shouft.l."pa"Evnvg pnauara uvuaS NU ✓ �7 MJP A ........... Aro.5 Bolls 0 e'50 @7 xMr--z;:: Sack W FvoYmq TYPICAL SECTION 38" HEIGHT BARRIER WALL Thanks, And'aws C J xaz Project Manager M 305.506.7028//111 305.805.6900 Ext.690 6 2 I lqW 7,01 Av,.Miami,F11 3Y 9 66 ,111FE5,11ARETRA oh Pnd From:Sabbag,Anthony A. Sent-Tuesday,September 10,2024 2:49 PM To:Andres Perez Joel Cc.Jose Alequin Rodriguez,Samuel<,,,�0U W(j London-Debra<1,j,Jv,sr. Subject:FW:Revision No.5,Change Order No.1-extends the barrier wall on Shaw Drive-Quantity Adjustments Caution: