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Contract 2023-013A CO (4)Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 CHANGE ORDER FORM Contract / P.O. Number: 2023-013 / 20234681 Change Order Number: 4 Project Name: Sunburst Lane Water Treatment Job Location: Sunburst Lane, Clermont VENDOR INFORMATION: Company Name: L7 Construction, Inc. Address: 275 Hunt Park Cove Contact Name: Rachael Quinn Bid Number: RFB 23-007 Change Order Date: Sep 20, 2024 Department: Public Services City, St., Zip: Longwood, FL 32750 Telephone: (321) 972-9325 DESCRIPTION OF CHANGE: Alteration, deviation, addition, or deletion caused by conditions encountered during construction not covered by the specifications and drawings of the project (attach additional pages if necessary). Recording L7 Construction change orders number 23 and 26 and adjusting the contract value adding the total of $55,188.79. See attached change orders for details. ITEM AMOUNT A. ORIGINAL CONTRACT VALUE: $ 6,946,700.00 B. AMOUNT OF THIS CHANGE ORDER: $ 55,188.79 Must be within the overall scope of services in accordance with contract specifications. C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): % 0.8% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ -912,649.48 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ -857,460.69 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 10% Maximum % -12.3% G. NEW CONTRACT VALUE (A+E) $ 6,089,239.31 This Change Order is not valid without the following signatures: Signed by: Signed by: vav"hs 9/20/2024 saa&' 9/20/2024 C8CDE15F09824EA... 5COAFDRRR432440 CONTRACTOR Date PROJECT ARCHITECT / ENGINEER Date EsDocuSigned by: DocuSigned by: fb" bVWASbV1 9/23/2024 E Su,ci�,e� 9/23/2024 014063B8FF4140F... 431F57D413554D6... DEPARTMENT DIRECTOR Date PROCUREMENT DIRECTOR / Date CITY MANAGER Council approval is required if change order(s): 1) exceeds $49,999; 2) exceeds the greater of $100,000 OR 10% of the original contract amount for construction projects; 3) the funds are not available in the approved budget for the department. CITY OF CLERMONT ATTEST: MAYOR Date CITY CLERK Date Rev. 1-1-2021 Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 PCCO #023 L7 Construction, Inc. Project: 22-039 - 22-039 Sunburst Lane WTP Improvements 275 Hunt Park Cove 3335 Hancock Road Longwood, Florida 32750 Clermont, Florida 34711 Phone: (321) 972-9325 Fax: 407-732-7812 Prime Contract Change Order #023: Additional Materials for 24" Watermain Relocation TO: City of Clermont FROM: L7 Construction Inc. 685 W. Montrose Street Clermont, Florida 34711 DATE CREATED: 8/21/2024 CONTRACT STATUS: Pending - Proceeding REQUEST RECEIVED FROM: DESIGNATED REVIEWER: Rachel Danos (11-7 Construction, Inc.) DUE DATE: INVOICED DATE: RFFFRFN!_F• PAID IN FULL: No ACCOUNTING METHOD: Amount Based SIGNED CHANGE ORDER RECEIVED DATE: FIELD CHANGE: Yes 275 Hunt Park Cove Longwood, Florida 32750 CREATED BY: Rachel Danos (11-7 Construction, Inc.) REVISION: 0 LOCATION: REVIEWED BY: REVIEW DATE: PAID DATE: CHANGE REASON: Existing Condition EXECUTED: No SCHEDULE IMPACT: REVISED SUBSTANTIAL COMPLETION DATE: CONTRACT FOR: TOTAL AMOUNT: 1:Owner Contract $11,986.26 DESCRIPTION: Additional materials for the 24" watermain relocation due to a conflict with the 16" watermain. The following materials were purchased. This change order is strictly for material costs, no additional labor is included in this change order. • (2) 24" MJ 45 Fittings • (2) 20" MJ Accessory Sets • (8) 24" DIP Restraints • (9) 24" MJ Accessory Sets • (7) 16" MJ Accessory Sets • (1) 16" MJ Plug G11■IGNS I ii I qa" The original (Contract Sum) Net change by previously authorized Change Orders The contract sum prior to this Change Order was The contract sum would be changed by this Change Order in the amount of The new contract sum including this Change Order will be The contract time will not be changed by this Change Order. $6,946,700.00 5(12 $6,034,050.52 $11,986.26 $6,046,036.78 L7 Construction, Inc. Page 1 of 2 Printed On: 8/21/2024 02:55 PM Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 Michael Scullion Rc' (Halff Associates, Inc.) 902 N. Sinclair Avenue Corporate Office: 1201 N. Bowser Road Richardson, Texas 75081 Tavares, Florida 32778 C C40'f August 28, 2024 SIGNATURE DATE City of Clermont 685 W. Montrose Street Clermont, Florida 34711 SIGNATURE L7 Construction, Inc. Page 2 of 2 PCCO #023 L7 Construction, Inc. 275 Hunt Park Cove Longwood, Florida 32750 8/29/24 DATE SIGNATURE DATE Printed On: 8/21/2024 02:55 PM Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 L7 Construction, Inc. 275 Hunt Park Cove Longwood, Florida 32750 Phone: (321) 972-9325 Fax:407-732-7812 PCCO #026 Project: 22-039 - 22-039 Sunburst Lane WTP Improvements 3335 Hancock Road Clermont, Florida 34711 Prime Contract Change Order #026: Repair Roof Joints on Existing Ground Storage Tank TO: City of Clermont FROM: L7 Construction, Inc. 685 W. Montrose Street 275 Hunt Park Cove Clermont, Florida 34711 Longwood, Florida 32750 DATE CREATED: 8/20/2024 CREATED BY: Rachel Danos (L7 Construction, Inc.) CONTRACT STATUS: Pending - In Review REVISION: 0 REQUEST RECEIVED LOCATION: FROM: DESIGNATED REVIEWER: Rachel Danos (L7 Construction, Inc.) REVIEWED BY: DUE DATE: 08/26/2024 REVIEW DATE: INVOICED DATE: PAID DATE: REFERENCE: CHANGE REASON: Client Request PAID IN FULL: No EXECUTED: No ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: SIGNED CHANGE ORDER REVISED SUBSTANTIAL RECEIVED DATE: COMPLETION DATE: FIELD CHANGE: No CONTRACT FOR: 1:Owner Contract TOTAL AMOUNT: $43,202.53 DESCRIPTION: You have requested a quote for the following scope of work: • At the existing Dutchland Ground Storage Tank: • Remove existing caulk and clean existing roof joints • (43) joints that are 33'-0" long x 3-5/8" wide x 1/2" deep • (18) joints that are 20'-0" long x 1" vide x 1" deep • One middle circle joint that is 150'-0" long x 1" wide x 1" deep • Install new Sika Flex 1A in the roof joints Items specifically excluded from this scope: ' J • Repairs inside the ground storage tank • Repairs along the walls of the ground storage tank • Repairs at the aerator • Warranty on the existing tank • Excludes concrete repairs due to cracking • Excludes replacing any existing grout Approximate Schedule for Scope of Work: • Approximately one week of work at the project site is anticipated to complete the above scope, once all materials are onsite. U Construction, Inc. proposes to provide the labor, equipment, and materials for all of the above scope of work for the lump sum of $43,202.53 (Forty -Three Thousand Two Hundred Two Dollars and Fifty -Three Cents). ATTACHMENTS: L7 Construction, Inc. Page 1 of 2 Printed On: 8/21/2024 03:36 PM Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 The original (Contract Sum) Net change by previously authorized Change Orders The contract sum prior to this Change Order was The contract sum would be changed by this Change Order in the amount of The new contract sum including this Change Order will be The contract time will not be changed by this Change Order. Michael Scullion 12eb-Ef*-(Halff Associates, Inc.) 902 N. Sinclair Avenue Corporate Office: 1201 N. Bowser Road Richardson, Texas 75081 Tavares, Florida 32778 0� \+ A %l U-V August 28, 2024 SIGNATURE DATE City of Clermont 685 W. Montrose Street Clermont, Florida 34711 SIGNATURE L7 Construction, Inc. Page 2 of 2 PCCO #026 $6,946,700.00 ($912,649.48) $6,034,050.52 $43,202.53 $6,077,253.05 L7 Construction, Inc. 275 Hunt Park Cove Longwood, Florida 32750 _f 7� 8/29/24 DATE SIGNATURE DATE Printed On: 8/21/2024 03:36 PM Docusign Envelope ID: 97BF06BF-AFCC-45FB-A434-89917525E566 1. . . ............. -- ----- -- ----- . .............. - ............... ---- ..... ........ . .... --------------- -- -- — — ---------- ---------- .... ......... ------ ---- ........... NN ['�''� .uscAOE,EpJ.Tlox wx EvxaRap .-,Lwefw xuunu -- — .w I,w qm k, Lx+sx.s E �u'rvE..EIIL,.c,ss x,TCx / � SPusrruDev re u- /YSFpF,°„nurm..non�s ne. repel w��n��e.�r.s. Fr TOPINF I— III 1 �,—.—jam_ E2x _o-rtvLevJx000GsaLu:LSELoe,uu �2A%; OPERATING WSE - 257� T -� Zrro; eCEf wxwFB WrIl6W AN rD� 1j „v«.vi,K .un,ocy im>w i.... III ,prsx ' r; `_ i...-.................... ........ , 1 _ _......_ j .... .. 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'21l.DD'IBVannu � � CLELAL'A.-E'eT`��,b nnm• SEE TANK WALL PLAN FOR DRIENIATION OF PIMNG A ACCESSORIES, TANK SEIMON SCALE: 3/11 I' D" I a^, E'fC+N p+SNf` FFLf.rplxx _ ..I„-w,�A,EpS.D. tlE repo 9f5 E+2 x1 rAVC CVE :— DVfR.LOW DETAIL BxV Sp,INT FDDEOf p:,Ep r..il. 15,BP4 F.)DCCK ttTf••u.�-FUS,b+F9K44+nT l.fpldSrvf lM.Mn�1.• ro$T.RKIpI[O pMF PAX[L`G-rDtf.trEML0.06'+,A2 ,ppBT.,EV50 ro1i�Rn5LTED pCCf I—Llux 3x-1 Idlrf3pHGlrw/r3Y rtA.,pnF -p,a[e dJn t tf.�'3imn Yawl r10 Mx r,t:31w: e3n.w.hp1 I/i•Mw4a�.np �-p-� tli CxuSEp nrfoce . w PL.a�veof�wr" L � - - — - - . fusmlpnt sEUEtt,Ip,[s.[ISAULzx I,p- � I '� TT_ uramnorA ru. rliaMnei • :x� v,', r.lo• fao..rx svL� s axFDauvdn roof ,Arf , , wn rAE.ELswrolrc eew K ............. r i ^ ` r"iso°sm a�`iICDSD•o..nxx sr aru E,- w,LL \) / - L\lu 1 ' vl.,E ICT��•x•JLFS 6V,¢23'LC. , „'tll/N SS aNCE lilrIX SOE=� • . _ j �E- .�%:< J` h �: e'p CEAri11LWCEi / f_ COLUT'TOP IISfx 1 — 3 ^.'-yl+t l,ml � Y .pp3 rav Ort1Ea11- razt.T.l:,l,zriw. n¢rzd ml r�� wELL� r, r/c•SS UT -- �•1 • .• E_. , [eI rFf carmEVla, / —. •... � J_ —.. I f .1 '� (3I ", B,^uua�,xq,a i RDDF PANEL/WALL x V II1 \IZI t/r.,',to^rdanrxsxne /I If .1 .. { Iz ._J� cfnEna x000-� ROOF PAN EL-CFMER MI 11MN CONNECTION DETAIL a CONNECT SCALE. 1 ION DETAIL � CV t a,s sl.rrar calnx scalp: 1"-z•.0" VIEW V. OVERFLOW SCREEN DETAIL SCALE. I". I'-0.. SELTICN "Aw ROOF PANEL- SUPPORT BEAM/COLIIMN CONNECTION DETAIL stole, I" -I%V r 3� ,c cFi 2 F x+ yiy �•v .7 LCi' C Y JF J� h, Y Z Jph EBenLn D3w3 nwI I.sep� riR :pN b: FR p .1. 6 OF 12 ... ........ ......... - - --------- L IACKINGPOCKET Lll 3/1' V-0. W5 WS 4.0 X 4k WELDED WIRE FABRIC (centered in slob) 0- 11. f I 1— In - SECTION 93, EXTE 10,'. ROOF PANEL RING REINFORCING DETAIL 1 112" - V-0" I.tir. —in 10 JACI(MG PoGKET SECTION "R• JACKING POCKET SECTION "A^ ROOF PANEL JACKING CKET DETAILS ZZ ............. ro ELAN 51. 1 _ _ V6V zro,n sv=.,ni os,c,no +s —1`I � 7 m,le: 1/4' 1 .0' VIEW LJ stile:. 1.1 " . 1 -.0 PROFILE OF ROOF PANEL JOINT DFTAII, f777777: EXTERIOR RODE PANEL RIN ROOF PANEL INSIDE END VIEW ROOF PANEL OUTSIDE END MEW SECTION DIMENSIONS AND jCONDUIT LOCATIONS Na. cMctwM en. saw wo' 12 OF 12