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Home My WebLink AboutSchutt-Lookabill/Eng/CO #4/3,290.97/136th St. Multi-Use Path and Pedestrian Bridge Project - Project #18- ENG - 08 • ) City of Carmel Project 18-ENG-08 136th Multi-Use Path and Pedestrian Bridge CHANGE ORDER #4 Change in Contract to include additional costs for removal of existing concrete median to accommodate revisions to the Wall#4 crosswalk. Contract Price prior to this Change Order $1,785,469.31 Contract Price will be increased by this Change Order $3,290.97 New Contract Price including this Change Order $1,788,760.28 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $1,775,981.08 N/A N/A CO 001 ($15,099.91) $1,760,881,17 -0.85% CO 002 $2,563.14 $1,763,444.31 -0.71% CO 003 $22,025.00 $1,785,469.31 0.39% CO 004 $3,290.97 $1,788,760.28 0.72% a1 Clark>Jietz Project No.: 18-ENG-008 Description: Multi-Use Path-136th Street from Range Line Road to Stadium Drive Type: Design Change Summary: Change in Contract to include revisions to the crosswalk at Wall a4.. Change Order Description: This submittal represents the change in contract to include additional cost In labor and equipment for removals of the existing concrete median to accommodate the revised crosswalk at Wall 04. Awarded Project Amount: $1,775,981.08 Authorized Project Amount: $1,785,469.31 Change Order Amount: $3,290,97 Revised Project Amount: $1,788,760,28 Quantity Changes: Item No. Description Unit Unit Price Quantity Amount 113' Removals for Crosswalk Revisions LS $ 3,290.97 1,00 $3.290.97 $3,290.97 NOTES: 1)Pricing includes accepted quote per T&M work on existing removals.Remaining changes paid for using existing contract items. Contractor Date CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.:4 DATE:01/09/2020 PROJECT NAME: 18-ENG-08 MULTI-USE PATH ALONG 136Th ST. FROM RANGELINE RD.TO STADIUM DR. CITY REQ.NO.: CITY PO NO.: 102757 CITY PO DATE:03/27/2019 I. You are directed to make the following changes in this Contract: a. See Page 2 for all changes to contract SCHEDULED ADJUSTMENT ITEM AMOUNT (+)OR(-)DAYS *See Page 2 for all changes to contract 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.P.P.: W.D.C. No.: Other:Change Order 4 The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $1,785,469.31 Contract Price will be increased/decrcased by this Change Order S 3.290.97 New Contract Price including this Change Order $ 1,788,760.28 Contract Time Prior to this Change Order N/A Days N/A Completion Date Net increased/decreased resulting from this Change Order N/A Days Current Contract Time including this Change Order N/A Days N/A 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 Approved: Recommended Accepted: A Clark Dietz,Inc. ��Ir/'r• (�.�Ad1�a Co. ZNe. � ENGINEER CONTRASTOR es Br ' ard,Ma 8900 Keystone Crossing yeso tCvo Le W nn O Address Address Mar r Suite 475 Lo ' • Member Indianapolis,IN 46240 bid/4/4/4L J•Al r4?Z City/State/Zip City/State/Lip Jere a hm ,PE, y neer By: (n By ATTEST: Phone: 219—775- 1427 Phone: 317-tit it-f r" &04° , SUE WOLFGANG,CITY CLERK ;A/ZO'10 Date: 1-9-20 Date: Dater//p7&./ia0 SCffV ' oouLC0,,Th1C, CONTRACTORS 4050 Rockville Road INDIANAPOLIS,INDIANA 46222 (317)484-1500 December 27,2019 Mr. Cody Niles Clark Dietz,Inc. 8900 Keystone Crossing, Suite 475 Indianapolis, IN 46240 RE: Crosswalk Removal City of Cannel Contract 18-ENG-08, 136t1'Street Multi-Use Path In accordance with INDOT 109.05 we are pleased to submit the following breakdown of costs incurred for extra work on the referenced project: Labor w/Burden $ 1,853.32 20%Allowable mark-up $ 370.66 Material $ 300.00 12%Allowable mark-up $ 36.00 Equipment $ 635.00 12%Allowable mark-up $ 76.20 Sub-Total $ 3,271.18 Bond$3,271 * 5.5/1000+ 10% $ 19.79 Total $ 3,290.97 If you have any questions or need any additional information, please feel free to contact our office. Sincerely, Edward H. Kennedy, IV • President enc cc: File 1908 AN EQUAL OPPORTUNITY EMPLOYER Schutt-Lookabill Co., Inc. Labor Cost City of Carmel Crosswalk Removal Date Employee Craft Type Hours Rate Total 12/11/19 Allen, Randy Foreman Regular 4.0 $ 67.89 $ 271.56 12/11/19 McClure, Daniel Operator Re,gular 2.0 $ 67.18 $ 134.36 12/11/19 Davis, Karl Laborer Regular 2.0 $ 48.83 $ 97.66 12/11/19 Petersen,James Foreman Regular 8.0 $ 61.27 $ 490.16 12/11/19 Williams,Jimmy Laborer Regular 8.0 $ 49.09 $ 392.72 12/12/19 Petersen,James Foreman Regular 3.0 $ 61.27 $ 183.81 12/12/19 Williams,Jimmy Laborer Regular 3.0 $ 49.09 $ 147.27 12/13/19 Allen, Randy Foreman Regular 2.0 $ 67.89 $ 135.78 Total: 32.0 $ 1,853.32 Schutt-Lookabill Co.,Inc. Actual Labor Cost w/Burden by Employee December 31,2019 Randy Allen Jim Petersen McClure,Danny Regular Regular Regular Wages $ 35.75 $ 35.50 $ 37.5$ Health&Welfare $ 9.14 $ 6.50 $ 9.60 Pension $ 10.56 $ 8.00 $ 8.65 Annuity $ 1.84 $ $ Training $ 0.53 $ 0.55 $ 0.75 UBCTF $ 0.10 S $ - ICIAF $ 0.13 $ 0.13 $ 0.13 SAT $ 0.08 $ 0.08 $ 0.08 BITF $ 0.02 $ $ Savings $ $ $ CTLM $ 0.02 $ • $ • ILDCTF $ $ 0.65 $ - FICA 7.65% wage $ 2.73 $ 2.72 $ 2.87 State UT 7.40% wage $ 2.65 $ 2,83 $ 2.78 Federal UT 0.60% wage $ 0.21 $ 0.21 $ 0.23 insurance 12.10% wage $ 4.33 $ 4.30 $ 4.54 Total Labor Burden $ 32.14 $ 25.77 $ 29.63 Total $ 67.89 $ 61.27 $ 67.18 Jimmy Williams Wllhite/Davls Overtime Regular Wages $ 24.77 $ 25.77 Health&Welfare $ 6.50 $ 8.50 Pension $ 8.00 $ 8.00 Annuity $ $ , Training $ 0.55 $ 0.55 UBCTF $ $ ICIAF $ 0.13 $ 0.13 SAT $ 0.08 $ 0.06 BITF $ - $ Savings $ - $ • CTLM $ $ - ILDCTF $ 0.65 $ 0.65 FICA 7.65% wage $ 1.69 $ 1.97 State UT 7.40% wage $ 1.83 $ 1.91 Federal UT 0.60% wage $ 0.15 $ 0,15 Insurance 12.10% wage $ 4.54 $ 3.12 Total Labor Burden $ 24.32 S 23.06 Total S 49.09 $ 48.83 Schutt-Lookabill Co., Inc. Material Cost City of Carmel Crosswalk Removal Date Vendor Description Amount 12/12/2019 Schutt-Lookabill Miscellaneous-Trucking/Disposal/Sawing $ 300.00 $ 300.00 Schutt-Lookabill Co., Inc. Equipment Cost City of Carmel Crosswalk Removal Date Description Hours Rate Total 12/11/2019 Skidsteer 2.0 $ 70.00 $ 140.00 12/11/2019 Chevy 1500 Pickup 4.0 $ 15.00 $ 60.00 12/11/2019 Ford 1500 Pickup 8.0 $ 15.00 $ 120.00 12/12/2019 Ford 1500 Pickup 3.0 $ 15.00 $ 45.00 12/11/2019 Jackhammer&Air Compressor 16.0 $ 15.00 $ 240.00 12/12/2019 Chevy 1500 Pickup 2.0 $ 15,00 $ 30.00 $ 635.00 From: Cody M.Nilel To: bobbowlenstcCnhotmail.com Subject: Fwd: 136th St Greyhound Trail Pedestrian Crossing Date: Wednesday,October 23,2019 4:04:39 PM Attachments: 18-ENG-08 136th St.Plan Revisions.odf ATr0000Lhtm Bob, Crosswalk revisions attached. Per our discussion at today's progress meeting, please confirm that we're ok using unit pricing for this work. Thank you, Cody Begin forwarded message: From: "Allen D. Van Den Boom" <Allen.VanDenBoom@clarkdietz.cotn> Date: October 17, 2019 at 4:21:23 PM EDT To: "Cody M.Niles" <Cody.Niles@clarkdietz.com> Cc: Jim Loew<Jim.Loew@clarkdietz.com> Subject: 136th St Greyhound Trail Pedestrian Crossing Good afternoon Cody, Attached are new details for the pedestrian crossing at 19+52"A" near the Greyhound Trail. Please let us know if you have any questions. Thanks,Allen. Allen D.Van Den Boom Clark Dietz,Inc.8900 Keystone Crossing,Suite 475,Indianapolis,IN 46240 p 317.808.3143 Bllen.vandenboom@clarkdietz.com/clarkdietz.com • Project Description: Contract No: PLAN REVISIONS -,.... ................Li .. -PIAIT •, / ----(3 irlit:f- .. See Detail,Next Sheet. 111 111. See Detail.Next Sheet wriprinpi 4sa�s' 01 ) II .e..sasasaaar:aasaaaaasaaa7.ms ^`^' ... Is.V' 10 1111. _—__—__--_1 ` _y o0 ye S. ,,ex, S�eet --- -- } - 1 :} +9,8 CA 12,58'Rt. N 1 C5C 16CCIIL Project No: 18-ENG-OB 1 of 2 S Project Description: Contract No: CURB RAMP REVISIONS NOTE: THE FOLLOWING SPOT ELEVATION DETAILS SHALL REPLACE THE SPOT ELEVATION DETAILS ON SHT.21 OF THE FINAL TRACINGS PLANS FOR PROJECT NO.18-ENG-08. ADD CONCRETE TO MEET ADA MINIMUM .50.I,67,1 Lt. WIDTH.(MATCH EX.) 801.72(Ex.) r xNal,62.9'14 1.50 63.1'L[ .....flisenr2 .-- 901.58(EcI r 6' ( 801..44 6ry1'Lt. 801,9;(Et.7 0.5% I cri Lets ---- 900.71(El.) fR,I IR RAMP ADDITION-19+52"A" « 901.04/Ex.) },111 1 0.17% I e azsaasaaa aS% w -52,22.6'LI. 6' 9 S8,22.6'Lt, 801.06(Ex.) 801.03(Ex.) MEDIAN CURB CUT ADDITION-19+S2"A" 11, VI xp I,Q'k �� Imo-• .�Y 9fl867 61 o.6' Bea 01 ._.. WRB RAMP REVISION-19+52"A" - SCALE: 1" = 5' eeec<co. 40`c Project No: 18-ENG-08 2 of 2