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Change Order 7/ENG/-$16,501/3D Company/20-ENG-02-106TH
DocuSign Envelope ID:399A3E29-3B85-4ACO-BOOD-9EF0F465E732 City of Carmel Project 20- ENG-02 APPROVED xmsa suam re s sole, Intersection Improvements : 106th Street and College Avenue Roundabout CHANGE ORDER #7 This change order will balance the final pay items for liquidated damages. The final contract cost for 20- ENG-02 is$3,465,043.47. Contract Price prior to this Change Order $3,481,544.47 Contract Price will be changed by this Change Order ($16,501.00) New Contract Price including this Change Order $3,465,043.47 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $3,660,000.00 N/A N/A CO1 $99,360.21 $3,759.360.21 2.71% CO2 $21,026.40 $3,780,396.61 3.29% CO3 $23,849.16 $3,804,245.77 3.94% CO4 $10,222.54 $3,814,458.31 4.22% C05 ($332,913.84) $3,481,544.47 (4.88%) C06 $0.00 $3,481,544.47 (4.88%) C07 ($16,501.00) $3,465,043.47 (5.33%) DocuSign Envelope ID:399A3E29-3B85-4ACO-BOOD-9EF0F465E732 CITY OF CARMEL TO: Jeremy Kashman CONTRACT CHANGE ORDER NO.: 7 City Engineer DATE: February 13,2024 City of Carmel Indiana PROJECT NAME: 106th and College Ave RAB One Civic Square CITY REQ. NO.: Carmel, IN 46032 CITY PO NO.: 20-ENG-02 CITY PO DATE: I. You are directed to make the following changes in this Contract: This change order will balance the final pay items for liquidated damages. The final contract cost for 20- ENG-02 is$3,465,043.47. SCHEDULED ADJUSTMENT ITEM AMOUNT (+)OR(-)DAYS II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: N/A W.D.C.NO.: N/A The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 3,481,544.47 Contract Price will be increased by this Change Order $ (16,501.00) New Contract Price including this Change Order $ 3,465,043.47 Contract Time prior to this Change Order Days Closure 3/31/2023 Substantial Completion Date Contract Time prior to this Change Order 6/2/2023 Final Completion Date Net increased/decreased resulting from this Change Order Days Current Contract Time including this Change Order Days Closure Substantial Completion Date Current Contract Time including this Change Order Final Completion Date This Change Order is for full and final settlement of all direct, indirect,impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Accepted Approved Recommended American Structurepoint,Inc. 3D Company.Inc. NOT PRESENT ENGINEER CONTRACTOR Sue Finkam, Mayor 9025 River Road,Suite 200 7240 North State Road 3a ,,,u, Address Address Ewa. aMmpbell,Member Indianapolis,IN 46240 Muncie,IN 47303 City/State/Zip City/State/Zip Alan Potasnik,,Member Jere an PE, City ineer Deanna D.Case "� asg By: 7Z7articc�7l2aG By: ATTEST: Phone:317-281-9563 Phone: 765-288-3326 Job ,Awn, Jacob Quinn.City Clerk 02-13-202a 2/15/2024 3/6/2024 Date: Date: Date: DocuSign Envelope ID:399A3E29-3B85-4ACO-BOOD-9EF0F465E732 N N 0 0 c.) N M N U 0 0 N c, CA 'C Oct ct bbA 0 I• to cd '- O O 0 t Q) a) -,zi a) .�J.y ti b O a . N • U c, 4) N ct bA 'C 4r 0 O cA 0 •, U O ) c...) a) • E C.) .- a) a 0 a, 7,4 e TA cu a);—I 0a) o G) i. •- E vI ' a. a.0 O ; m • o0 E E� ,b O V1 y Q ;. 5. "� o O O • 0 c.) a) N o p N �. o •�tII -, 0 c,/�� r1-� 0 .0 g g U U O OO • re) tO 3 " c.) c.) c) ,--, 69i -- WN v Q O .- C a..Np0 r, cd 1- -.- co Vl O U. Q. M , A [` O A A 69 69 Q CC C ,, a) 0, :O. O 'a' NUy cp a U la © © A d m C S '0 �°), .0 "0 gyp„ o 0 31 p O et 6 O •cs TS N O a - zi a a ao U cl nio o n°'io a O o BEEN . •■o•.. A a U cA A vj U U g co W C.) o DocuSign Envelope ID:399A3E29-3B85-4ACO-BOOD-9EF0F465E732 •v N 0 0 0 0 O� C O COM Ov_) Okr, N_ 0) O \O 0 Oc., 64 ae a O O „� O O la O O et o 0 a 0 0 0 ° o -. E sA O O a) am ° U la 0 0 o et° o a la I 0 0 0 ° _ o . E EA EA- EA d t~ s. ‘" 0 0 C.) 0 0 ° 0 a 0 0 0 P. a 0 0 Q A M s. M "� Q eo o O 0 0 CC E CID a) °, W to O1 W tto ra o 0 o 0 n o y c U U c C.i on an _vi c4 Q 0 Q •0 .� U U .� A rI 1 0.4 -. d d X -°2 N ct Z Q o Q 0 c� .. Ot I 174' i` a a Z = � 0 a P4 0 a N _C w 11 0 No