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Rieth-Riley Construction/ENG/$201,137.72/CO #7 20-ENG-01 Smoky Row Road Reconstruction
DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D City of Carmel Project 20-ENG-01 APPROVED Smoky Row Road Reconstruction from Old Meridian Road to Rangeline Road CHANGE ORDER#7 This Change Order shall consist of establishing additional new contract pay items along with Contract time extension for the Smoky Row Contract for Project 20-ENG-01. This change in contract items and contract time consists of incorporating adjustment of existing contract items to reflect escalation cost associated with delays in issuing permits along with delays caused by utility relocations. This Change Order will include work associated with providing tree landing along with tree planting on the west slope of the Monon Trail Bridge over Little Cool Creek. Contract Price prior to this Change Order $8,306,734.53 Contract Price will be increased/decreased by this Change Order $ 201,137.72 New Contract Price including this Change Order $8,507,872.25 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $7,198,416.21 $7,198,416.21 N/A CO1 $ 67,144.18 $7,265,560.39 0.93% CO2 $ 793,523.68 $8,059,084.07 11.96% CO3 $ 171,824.40 $8,230,908.47 14.34% CO4 $ -21,052.12 $8,209,856.35 14.05% CO5 $ 36,949.54 $8,246,805.89 14.56% C06 $ 59,928.64 $8,306,734.53 15.40% C07 $ 201,137.72 $8,507,872.25 18.19% DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D CITY OF CARMEL TO: Rieth-Riley Construction CONTRACT CHANGE ORDER NO.: 7 1751 W. Minnesota Street DATE: 3/27/23 Indianapolis, IN. 46221 PROJECT NAME: Smoky Row Road Reconstruction CITY REQ. NO.: 20-ENG-01 CITY P. O.NO.: 106303 CITY P. 0. DATE.: 2/23/22 I. You are directed to make the following changes in this Contract: This Change Order shall consist of establishing additional new contract pay items along with Contract time extension for the Smoky Row Contract for Project 20-ENG-01. This change in contract items and contract time consists of incorporating adjustment of existing contract items to reflect escalation cost associated with delays in issuing permits along with delays caused by utility relocations. This Change Order will include work associated with providing tree landing along with tree planting on the west slope of the Monon Trail Bridge over Little Cool Creek. 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.: W.D.C.No.: Other: ATTACHMENT A The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 8,306,734,.53 Contract Price will be increased/decreased by this Change Order $ 201,137.72 New Contract Price including this Change Order $ 8,507,872.25 Contract Time Prior to this Change Order 0 Days 12/2/22 Completion Date Net increased/decreased resulting from this Change Order _365_ Days Current Contract Time including this Change Order 365 Days 12/2/23 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: Beam,Longest and Neff LLC Rieth-RileyConstruction Inc. Not Present ENGINEER CONTRACTOR James Brainard, Mayor 8320 Craig Street 1751 W. Minnesota Street M^„a;�;; da Address Address Wt Aim Burke, Member (Ph MVO, Lori- tson, Member Indianapolis. IN 46250 Indianapolis, IN 46221 City/State/Zip City/State/Zip Jer y ashman,PE,City gineer By tag U By: ri?0,,,. 19./ ATTEST: HwirS Ywx lYpeWa'Y Gnvai Lti Phone: 317-849-5832 Phone: 317-634-5561 cro Sue 4b2031erk 3/28/23 % %Date: Date: 3/28/23 Date: DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D ATTACHMENT A CHANGE ORDER NO.7 item Description Units Unit Rico Ouanssy Amount Na. 1 ^Increase Decrease Fncreasa Decrease IA CONSTRUCTION ENGINEERINO.ESCALATEO UNIT COST LS 5 4,50090 1.00 34.500.00 50.00 2A MOBILIZATION AND DEMDBILIZATION.ESCALATEO UNIT COST LS 5 6.000.00 1.00 55.000.00 50.00 13A EXCAVATION.COMMON-ESCALATED UNIT COST CYS 5 3,04 180.57 $548.93 30.00 21A SUBGRADE TREATMENT.TYPER.ESCALATEDUNIT COST ✓SYS 5 0.30 738.86 S221.66 50.00 22A SUI5GRADETREATM ENT,TYPEAI.ESCALATE0 UNIT COST SYS 3 0.07 1.172.00 502.04 50.00 23A 5U60RADE TREATMENT.TYPE IC-ESCALATED UNIT COST SYS S 2.65 4,196.70 517916_26 50.00 28A C OMPACT ED AGG REGATE NO.53-ESCALATEt)UN17COST CYS 5 1.34 731.00 5979.54 50,00 30A COMPACTED AGG REGATE NO.53-ESCALATED UNIT COST TON 3 0.96 50.57 548.55 50,00 11A MILLING,ASPHALT.1172 I14:ESCALATEOUNIT COST SYS 3 0.08 559.00 544,72 5020 32A OCASA-HMA,3.70,SURFACE,9.6 mm.ESCALATED UNIT COST TON S 6.06 799.73 _ S6,445.32 50.00 33A OCIOA-HMA.3.64.INTERMEDIATE,19.0 min-ESCALATED UNIT COST TON $ 0.46 325.43 52.753.14' 50.00 34A OCIOA-HIM.3.64.BASE.25.0 mm'ESCALATED UNIT COST TON $ 7.91 1,246.30 39.659.62 50.00 38A OCIOA-HMA.3,76,INTERMEDIATE.0019,0 mm-ESCALATED UNIT COST TON S 7.10 450.09 53252.44 3000 41A RAISED PEDESTRALN CROSS ING.ESCALATED UNIT COST SYS 5 5.94 101.00 3599.94 50.00 42A COLORED AND JOINTED CONCRETE.T-ESCALATED UNIT COST SYS 5 6.47 492.00 $3,183.24 50.00 43A D4 CONTRACTIONJOINT.ESCALATED UNIT COST LFT $ 1.73 344.00 S595.12 50,00 44A GUARDRAIL,REMOVE-ESCALATED UNIT COST LFT 5 0.14 355.00 551.10 50.00 50A TEMPORARY FENCE-ESCALATED UNIT COST 1ST $ 10.39 24.00 5249.06 $0,00 5IA HMA FOR SIDEWALK-ESCALATED UNIT COST TON $ 11.09 776.00 58,60584 60.00 52A SIDEWALK.CONCRETE-ESCALATES/UNIT COS SYS 5 339 46,60 $151.55 30.00 53A CURB RAMP,CONCRETE-ESCALATED UNIT COST SYS 5 6.78 141.00 596954 50.00 54A DETECTAPLE WARNING SURFACES-ESCALATED UNIT COST SYS 5 0.93 35.90 $31.39 54.00 55A HAND RAIL.PEDESTRIAN•ESCALATED UNIT COST LFT 5 9.9$ 292.00 52.905.40 S0.00 56A CURB.CONCRETE-ESCALATED UNIT COST LET S 7.33 184.70 5485.05 30,00 57A CURB AND GUTTER.CONCRETE TYPE IlESCALATED UNIT COST LFT 5 1.57 2.612.00 54.132,24. 30.00 59A CENTER OURS.O CONCRETE-ESCALATED UNIT COST SYS 3 10.63 277.50 52,955.35 10.00 61A CURB AND GUTTER,ROIL CURS-ESCALATED UNIT COST LFT S 4.09 7320 5145.67 50.00 62A CURD AND GUTTER.CONCRETE TYPE III-ESCALATED UNIT COST LPT 5 1.67 966.70 51,814 39 50.00 64A HMAFOR APPROACHES,TYPE 8-ESCALATED UNIT COST TON 5 7183 34.00 1402.21 50.00 66A PCCP FOR APPROACHES.9 IN:ESCALATEDUNLT COST SYS 5 7.05 141.00 51.008.15 $0.00 67A MAILBOX ASSEMBLY.SWGLE.ESCALATED UNITCOS7 EACH $ 2.11 4.00 51.44 30.00 68A MAJLBOXASSEMBLY.00UNLE-ESCALATED UNIT COST EACH 5 2.12 2.09 54.24 30,00 72A MONUMENT.SECTION CORNEA-ESCALATED UNIT COST EACH 5 7.89 1.00 57.59_ $0.00 77A MULCHED SEEDING U-ESCALATED UNIT COST SYS $ 0,03 5.695.00 SI C9.95 $0.00 79A TOPSOIL-ESCALATED UNIT COST CYS 3 0.63 1,311.00 5825.93 50.00 63A SODDING.NURSERY•ESCALATED UNIT COST 5Y5 5 0.41 3.848.00 51,577,69 $0.00 94A BRIDGE STEEL TRUSS PRE-ES NG'7IEEREO.ESCALATED UNIT COST LS 5 499.46 1.00_ 3499.96 50.00 SSA PIPE,TYPE 4.CIRCULAR 6 IN:ESCALATED UNIT COST LPT $ 0.61 2.402,00- 51.465.22 50.00 59A PIPE.TYPE 2.CIRCULAR 12 IN.-ESCALATED UNIT COST LFT $ 0.64 B99.90 3575.36 $0,00 105A PIPE.SLOTTED DRAIN,121N.ESCALATEO UNIT COST LFT 5 3.75 14160 553626 50.06 107A VIDEO INSPECTION FOR PIPE-ESCALATED UNIT COST LFT S 0.03 16.581.00- 3317.43 50.06 108A VIDEO INSPECTION FOR UNOERDRAINE.nsr'AI ATE°UNIT COST LFT 5 0.02 6,471.00 5109.45 50.00 1 09A GEOIEXTILES FOR UNDERDRAIN,TYPE IA.ESCALATEO UNIT COST SYS 5 0.22 2,392.90 5526.44 50.00 111A AGGREGATE FOR UNDER°RAINS-ESCALATED UNIT COST CYS 5 11.36 259.30 52.945.66 50.00 113A CASTING.FURNISH AND ADJUST TOGRADE-Ea"m ATED LIMY COST EACH $ 10.73 4.00 542.92 512.09 114A CASTING,INLET.ADJUST TO GRADE-ESCALATED UNIT COST EACH S 10.73 4.00 142.92 50,06 115A CASTING.MANHOLE,ADJUST TO GRADE-ESCALATED UNIT COST EACH S 10.11 4.00 541.36 30.90 116A INLET,E7•ESCAIATED UNIT COST EACH 5 54.77 3.00 $179.31 50.60 119A 'MANHOLE.C4-ESCALATED UNIT COST EACH 5 96.23 3.00 628869 50.00 122A CASTING,WATA.R VALVE,ADJUST TO GRADEESCALATED UNIT COST EACH 3 5.70 9.00 551.30 S0.00 124A INLET.BI 5-ESCALATED UNIT COST EACH S 50.17 800 5402.96 30.00 125A INLET.C15-ESCALATED UNIT COST EACH _5 66.59 10170 5665.90 50.00 127.4 WALL-DECORATIVE-ESCALATED UNIT COST LFT S 49.24 505,95 524.910.52 50.00 130A ROAD CLOSURE SIGN ASSEMBLY-ESCALATED UNIT COST EACH 5 40.00 46.00 51,540.00 50.00 137A TEMPORARY FAVEMEMI MARKING.REMOVABLE.4 INFsrAI ATED UNIT COST LFT 5 0-20 57.411,00 53,48220 50.00 132A TEMPORARY PAVEMENT MARKING,REMOVABLE.24 IN-ESCALATED UNIT COST LFT S 1,00 24.00 524.00 50.00 I34A CONSTRUCTION SION,A-ESCALATED VW COST EACH S 20.00 100 520.00 50.00 135A 'CONSTRUCTION SIGN.B.ESCALATED UNIT COST EACH 5 10.00 1000 510000 5050 116A MAINTAINING TRAFFIC-ESCALATED UNIT COST 15 _5 5.80090 1.00 55.000.00 $0,00 117A BARRICADE.III.A-ESCALATED 11NR COST LFT 5 2.00 148.00 5296.00 $0.60 136A BARRICADE.16.S'ESCALAT£D UNIT COST LFT $ 2.00 16.00 53200 30.00 163A LINE.THERMOPLASTIC.SOLID.WHITE 41N:ESCALATED UNIT COST LFT 5 0.03 62300 SI B,83 10.00 164A USE.MU4.1YCOMPONENY.SOLID.YELLOW.4 IN..ESCAL.ATED UNIT COST LFT 5 1.35 194.00 5261.60 $0.00 165A LINE,THERMOPLASTIC,DOTTEO,WHLTE,8 IN:ESCALATED UNIT COST LET 5 0.05 30.00 51.50 50.00 166A TRANSVERSE MARKING.THERMOPLASTIC,YIELD UNE.WHITE,36 IN:ESCALATED UNIT COST LFT 5 0.50 85.01) 542,50 50.00 167A UNE,trim.'DRASTIC.SOLID.WHITE.61N:ESCALATED UNIT COST LFT S 0.02 162,00 5324 $0.00 168A USE.THERMOPLASTIC.EOLID,WI'IITE,8 IN:ESCALATED UNIT COST LFT $ 0.05 44.00 52.20 40.001 169A UNE.THERMOPLASTIC,SOLID.WHITE 121N.ESCALATED UNIT COST LFT $ 0.10 46.00 54.80 50.00 170A LINE,PAINT,SOLID.YELLOW.4 I N.-ESCALATED UNIT COST LFT 5 0.00 71200 022,56 50.00 171A UNE.THERMOPLASTIC.SCUD,YELLOW,4 IN.-ESCALATED UNIT COST LFT S 001 2.495.00 589.65 30.00 172A TRANSVERSE MARKING.THERMOPLASTIC.STOP UNE,WHITE,24 IN.-ESCALATED UNIT COST LPT $ 2.25 164.00 $364.00 50.00 173A TRANSVERSE MARKING,PAINT,STOP LINE.WHITE.24 IN.'ESCALATED UNIT COST LET $ 0.25 14.00 53.50 30,00 174A TRANSVERSE MARKING.THERMOPLASTIC,CROSSWALK UNE.WHITE 6 IN:ESCALATED UNIT COST LFT 5 0.02 2136,00 55,76 50.00 175A PAVEMENT MESSAGE MARKING.THERMOPLASTIC LANE INDICATION ARROW-ESCALATED UNIT CO; EACH 3 10.00 L.00 510.00 50.00 176A PAVEMENT MESSAGE MARKING.THERMOPLASTIC PE 0XJNG-ESCALATED UNIT COST EACH 3 15.00 2.00 S30.00 S0.00 177A SNOWPLOWABLE RAISED PAVEMENT MARKER-ES'.LATED UNIT COST'ESCALATED UNIT COST EACH S 18.00 5130 600.00 $0.00 178A PAVEMENT MESSAGE MARKING,PAINT STOP'ESCALATEDUNIT COST EACH $ 10.00 2,00 52000 50.00 I08 SUBGRADE TREATMENT(UNOiSTRISUTED). CYS S 89.86 584.94 S52.552.71 50A0 111sA SUBGRAOE TREATMENT(UNOiSTR'BUTEDFESCAIATED UNIT COST GYS 5 7,67 1.00 57.67 3000 191A FENCE.WOOD.REMOVE AND REPLACE-ESCALATED UNIT COSY L6 $ 1.02 200.00 5204.00 50.00 198A HIM TRAIL REMOVE AND REPLACE 4"-ESCALATED UNIT COST Ton 5 11.09 41400 34511.26 SOLE 199A REPLACE CONCRETE NODE AT TRAIL HEAD 6'-E50$4,A1EO UNIT COST Sys 5 4.29 140.06 5600,60 50.m 200A. STONE SHOULDERS-ESCALATED UNIT COST Ton 5 5.60 120.00 $672A0 $0.00 206A SUBGRAOE TREATMENT.TYRE I8C.I4-.4%CEMENT.ESCAJATED UNIT COST Sye�5 0.53 1,615.043 5855.95 50.00 209A CURB.TYPES.MODIFIED.24'-ESCALATED UNIT COST LII 5 1.94 653.00 51.523.45 50.00 211 TEMTREE IANOINO GRADE WORK _LS1I6 5 3,607.81 1.00 53.807.84 50.00 212 COLONIAL SPIRIT ELM 4' EACH S 1.471.70 3.00 54.415.10 50.00 213 EXCAMATION PLANE SYCAMORE.3.5' EACH $ 1213.69 2.00 S1.427,76 50,00 114 FALL FIE STA MAPLE.3.5 EACH $ 1,434.11 3.00 34.302.33 5.00 J215 GREEN MUNTAW SUGAR MAPLE.4.5- EACH 5 1.72/.52 2 00 53.459.04 50.00 216 HARDWOOD MULCH CYS S 107.42 2.00 3214.94 50.00 50.00 50.00 50.00 50.00 SUB-TOTAL $0.00 S0,00 5201,137.72 $0.00 TOTAL MET INCREASE $291,137.72 A-2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D IETH- ' 'JLEY CONSTRUCTION Ca , INC. 100% Quality • 100% Employee Owned • Over 100 Years LETTER OF TRANSMITTAL TO: Sears, Longest&Neff DATE: 3/2/2023 8320 Craig Street Indianapolis, IN 46250 PROJECT: 20-ENG-01 Smoky Row Road JOB#: RR Job#f 3200920 ATTN: Guy E.Della Valle, Field Services RE: New Completion Dates Coordinator i We Are Sending: Submitted For: Action Taken: Shop Drawings x Approval Approved as Submitted X Letter Your Use Approved as Noted Prints/Plans As Reg_uested _ Returned After Loan Change Order Review and Comment Resubmit Copies Samples I Submit Copies Specifications Sent Via: Returned Other:Submittals x Attached Returned for Corrections I Separate Cover Via: ( I Due Date: I Notes/Remarks: Guy, Due to permitting delays on the Monon Trail Pedestrian Bridge,and utility delays on both Smoky Row and the Monon Trail,Rieth-Riley is formally requesting new Substantial and Final Completion dates be change ordered into the project. The days discussed throughout the remainder of this letter are also what is shown on our CPM schedule. You will find the most recent CPM schedule attached to this letter. Per contract documents"TS 13"Rieth-Riley was allowed to close the Monon Trail on Monday, • May 2,2022. This closure was allowed to stay in place until September 30, 2022. Prior to commencing our closure for Phase)E—Monon Trail over Little Cool Creek for the pedestrian bridge Rieth-Riley was notified that there was a permitting issue, and we would no longer be able to construct below the O.H.W.M. Also,Rieth-Riley was notified that there was to be no construction done to this bridge until a revised permit is issued. Rieth-Riley was informed on September 29,2022 that the revised IDNR permit was received, and we could begin scheduling the work. Mobilization to begin the closure began on October 4, 2022. Per Rieth-Riley's most recent schedule the days tracked for this delay were from 5/4/2022— 10/3/2022 which amounts to 153 calendar days.After commencing of the work begun and potholing for piling operations it was determined there would be a conflict with the newly installed AT&T fiber line. With this conflict there was a 22-day delay shown in the schedule from the time the conflict was realized until the time our subcontractor could begin their operation. P.O.Box 276 •1751 W. Minnesota St.•Indianapolis,IN 46206 R Phone:(317)634-5561 • www.rieth-riley.com DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D s' r EThbILEYCoNs RUCT ON CO iNC 100% Quality • 100% Employee Owned • Over 100 Years Phase IT-Smoky Row over Little Cool Creek Bridge per the contract documents was to be a 74- calendar day closure from Thursday,May 26, 2022,until Monday,August 8,2022. Rieth-Riley was notified pre-construction that Duke would not have their poles relocated per the contract documents by the time construction was to begin. Duke however was able to deenergize their lines to allow for work to continue(specifically piling operations) as long as ambient temperatures were under 80 degrees. We were able to drive piling for bent 1 due to the timing of the year,however,when it came time to deenergize for bent 2 ambient temperatures were rising consistently to levels above 80 degrees. As of June 3, 2022,Rieth-Riley was delayed until temperatures were able to lower consistently to be able to deenergize Duke's lines,or Duke had relocated. This delay was tracked until September 16,2022, for a total of 106 calendar days. Also,in Phase II Rieth-Riley notified the city of a concrete supply delay that lasted for 9 calendar days from December 3,2022 through December 11,2022. Phase III of the project is the start of the roadway operations outside of bridge construction. Rieth-Riley began these operations at the same time as the closure for Phase II. These operations continued until no longer possible due to pole relocations by Duke,and gas main relocation and termination by CPE. This delay began on June 3,2022,and lasted through September 13, 2022, for a total of 103 Calendar days. Our schedule shows a new closure and beginning of roadway work starting April 3, 2023. There will be additional time needed beyond our IIMA surface and permanent pavement marking operations for a field check of rail on the project and a lead time before installation. This will go into the month of August. With the delays listed above Rieth-Riley believes the new intermediate completion date should be set at August 1,2023. With this intermediate completion date in mind Rieth-Riley would propose moving the final completion to December 2,2023 to allow for rail installation,vegetation,lighting, etc. Furthes,nore,with the delays described above Rieth-Riley's working calendar was/has shifted into unforeseen/less than ideal weather conditions. We have continued to work through winter months and have been tracking Winter Concrete charges that were agreed by the city to take on. Also,due to this project pushing past the original intermediate completion date of December 2, 2022,Rieth-Riley is putting together an additional cost for escalation for work into the 2023 year. P.O.5ox 276 •1751 W.Minnesota St.•Indianapolis, IN 46206 Phone:(317)634-5561 • www.riefh-riley.com DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D i .EYCONSTRUCTIONçqJNg1 100% Quality • 100% Employee Owned • Over 100 Years Regards, Brandon Weinkauf Project Manager � f P.O. Box 276 •1751 W.Minnesota St,•Indianapolis, IN 46206 j \ Phone:(317)634-5561 • www.rieth-riley.com DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D G6Sy 11.1 CggMF I1O . .. •��...-<— Sun Nato" nndn 11y.,7.Marl Mar lS MW nerd ex aax aa:e.utr.3 /.4q Fl Sup u,r.w. :Ore On M.hex,lu11 ui15 2421/211.446 42 o w6,wlq aP 15,v.e f,au Iae S:rm 19 WAS My r9.eri.eys Vt1 wlrP UW}R,unn wfLYLLiwilJaJliW.1]M113w _swsiuf tsws rur isw s r?sws Pui riw.SlM.r'I sws rur lSws lMrttwSr MFtsw,s,iMrt,;WSiMr•Swtrur*SwSrlx!?5'WS.i d.f r.;w,S.iMr,F.A.W.I: ' SmakrFRow Road ore llt(P[eol[seek Mll11lli ]6]Gys id slli!]1 ... ..................... ..... .. ... 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'ewe. rnm.e •y Nei.TEA 6337.6137µ 433a'36+._61 3..61.Sw..... r^^'^'.'1 tnna.w [ray 11111MMMO393111 ..a. w4.1 -- DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D • `5`i/1 Cagy( 1 . 3• .3 a se. :04,Mar.{ter.sv 30 un,•.u++a.r„r nsry s.vs ry nsws o 5wi 3Rrf tswituil�swsat2u r.swsia335ws tulyd1s.wuttrrSWs�� wursws~u�3�tw i�M�r�.sws+u� ws tu��iw�u.ssWy rurrsx1Tu33�sw S��fA fwS 0. 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DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D ¶LIETHfR/L4yoivsrnucpo$ ci , pC. 100% Quality • 100% Employee Owned • Over 100 Years LETTER OF TRANSMITTAL TO: Beam, Longest& Neff DATE: 3/15/2023 8320 Craig Street Indianapolis, IN 46250 PROJECT: 20-ENG-01 Smoky Row Road JOB#: RR Job# 3200920 ATTN: Guy E. Della Valle, Field Services RE: C013- Escalation Change Order Coordinator We Are Sending: Submitted For: Action Taken: Shop Drawings x Approval Approved as Submitted Letter Your Use Approved as Noted Prints/Plans As Requested Returned After Loan X Change Order Review and Comment Resubmit Copies Samples Submit Copies Specifications Sent Via: Returned Other: Submittals x Attached Returned for Corrections Separate Cover Via: Due Date: Notes/Remarks: Please see attached for new unit pricing and backup documentation for escalation due to the project pushing past the completion dates. Rieth-Riley's preference would be to create new items at the escalated unit prices and create one lumpsum item to capture the additional costs on the lumpsum items. Please let me know if you have any questions or would like to discuss further. Regards, P.O. Box 276 • 1751 W. Minnesota St. • Indianapolis. IN 46206 1 Phone:(317) 634-5561 • www.rieth-rlley.com DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Original Remaining Bid Item Contract Unit Contract Total Remaining Escalated Una number Bid Item description UV Budgeted Price Price Completed Units Units Pace Escalated Additional Cost Units Contract Total 1.00 construction engineering LS 1.00 $ 49,950.00 $ 49,950.00 0.80 0.20 $ 14,490.00 $ 14,490.00-$ 4500.30 2.00 mob S demob LS 1.00 $ 628.732.94 $826,732.94 0.60 040 $ - $ 5,000 00 13.00 excavation,common CYS 3,132900 $ 69.76 $253,159.04 3,858.57 180.57 $ 72.80 $ 13,145.50 $ 548.93 21.00 subgrade treatment,type II SYS 978.00 $ 18.72'$ 18,308.16 505.81 738.86 $ 19.02 $ 14,053.12 $ 221.68 22.00 subgrade treatment,type III SYS 1,172_00 $ 4-11 $ 4,816.92 0.60 1,172 00 $ 4,18 $ 4 898 98 $ 82 04 23.00 subgrade treatment,type IC SYS 8,373.00 $ 30.85 $258,307.05 4,334.97 4,496.70 $ 33.50 $ 150,639.45 $ 11,915.26 28.00 compacted aggregate#53 CYS 731.00 $ 95.67 $ 69,934.77 0.00 731.00 $ 97.01 $ 70,914.31 $ 979.54 30.00 compacted aggregate#53 TON 89.00 $ 56.01 $ 4,984.89 38.43 50.57 $ 58.57 $ 2,880 97 $ 48.55 - 31.00 milting,asphalt,1.5' SYS 559.00 $ 7.98 $ 4,460.82 0.00 559.00 5 8.06 $ 4,505.54 $ 44.72 32.00 0C(QA-I3MA,3,70,surface,9.5 mm TON 683.00 $ 113.98 $ 98,347.45 83.27 789.73 $ 122.02 $ 97,583.05 $ 6.445.82 3300 QCFQA-HMA,3,84,intermediate,19.0 mm TON 1,441-00 $ 11174 $ 161,05734 1,115.57 325.43 $ 12020 5 3611669 $ 2,753.14 34.00 OCFOA-HMA,3,64,base,25.0 mm TON 3,753.00 $ 93.18 $349,704.54 2,506.50 1.248.50 $ 101.09 $ 126,008.69 $ 9,85982 36.00 QC/QA-HMA,3.76.intermediate.OG.19.0mm TON 1.734.00 $ 90.60 $ 157,109.40 1,275.91 458.09 $ 97.70 $ 4475539 $ 3,25244 41.00 raised pedestrian crossing SYS 101.00 $ 254.130 $ 25,734.80 0.00 101.00 $ 260.74 $ 26,334.74 $ 599.94 42.00 colored and jointed concrete,7^ SYS 492.00 $ 104.57 $ 51,448.44 0.00_ 482.00 $ 111.04 $ 54,631.68 S 3,783.24 43.00 0-1 c0mradien joint LFT 344.00 $ 15.84 $ 5,380.16 0.00 344.00 $ 1737 $ 5875 28 $ 585.12 44.00 guardrail,remove _ LFT 365.00 $ 5.00 $ 1,825.00 0.00_ 385.00 5 5.14 $ 1,876.10 $ 51.10 50.001emp fence LFT 72.00 $ 88.50 $ 8,223.00 46.00 - 24.00 $ 98.89 $ 2,325.36 $ 249.36 51 00 HMA for sidewalk TON 776-00 $ 151.82 $117,812.32 0.00 776.00 $ 182 91 $ 126,418.18 $ 8 605.84 62.00 sidewalk,concrete SYS 58.00 $ 63.09 $ 3,533.04 9.20 46.80 $ 66.48 $ 3,111.26 $ 158.65 53.00 curb ramp,concrete SYS 186.00 $ 159.86'$ 35,593.68 45.00 143.00 $ 196.64 $ 28,119.52 $ 969.54 5400 detectable warning Surfaces SYS 40-00 $ 301-83 $ 12,073.23 4.10 35.90 $ 302.78 $ 10,869.08 $ 33.39 55.00 hand rail,pedestrian LFT 292.00 $ 324.00 $ 94,608.00 0.00 292.00 $ 333.95 $ 97,513.40 $ 2,805.40 58.00 curb,concrete LFT 616.00 $ 31.91_$ 19,720.35 253.30 364.70 $ 33.24 $ 12,122.63 $ 485.05 57.00 curb 8 gaiter,concrete,type II LFT 5,15500 $ 26.53 $ 138,762.15 2,523.00 2 83200 $ 28.10 $ 73,859.20 $ 4,132.24 59.00 center curb,D.concrete SYS 298.00 $ 120.87 $ 36,019.26 20.50 277.50 $ 131.52 $ 36,498.80 $ 2,955.38 61.00 curb S goner.roll curb LIT 297.00 $ 31.70�$ 9,414.80 223.80 73.20 $ 33.69 $ 2.466.11 $ 14567 82.00 curb d gutter,concrete,type Ill LFT 1,475.00 $ 29.31 $ 43,232.25 508.30 968.70 $ 30.98 $ 29,948.37 $ 1,614.39 64.00 HMA for approaches,type B TON 34.00 $ 272.78 $ 9,273.84 0.00 34.00 $ 284.59 $ 9578.06.$ 402.22 66.00 PCCP for approaches,9' SYS 143.00 $ 150.17 $ 15.754.31 0.00 143.00 $ 117.22 $ 1676246 $ 1,008.15 87.00 mailbox assembly,single EACH 4.00 $ 200.00 $ 800.00 0.00 4.00 $ 202.11 $ 808.44 $ 8.44 66.00 mailbox assembly,double EACH 2.00 5 300.00 $ 600.00 0.00 2.00 $ 302.12 $ 604.24 $ 4.24 72.00 monurnem.section comer EACH 1.00 $ 600.00 $ 600.00 0.00 1.00 $ 607.89 $ 607.89 $ 7.89 77.00 mulched seeding,U SYS 5,685.00 $ 0.75 $ 4,248.75 0.00 5,885.00 $ 0.78 $ 4,418.70 $ 169.95 79.00 topsoil CYS 1,311.00 5 77.38 $101,445.18 0.00 1,311.00 $ 75.01 $ 102,271.11 $ 825.93 80.00 sodding.nursery SYS 3.848.00 $ 3.00 $ 11,544.00 0.60 3.848.00 S 3.41 $ 13,12168 $ 1577_88 94.00 Pod Bridge Concrete LS 1.00 $ 499.06_ 96.00 pipe,type 4,circular,6^ LFT 5,471.00 S 13.00 $ 71,123.00 3,069.00 2,462.00 $ 13.61 $ 32,891.22 $ 1,465.22 99.00 pipe.type 2.dreular.12' LET 2,387.00 $ 58.22 $134,197.14 1,488.00 699.00 $ 56.86 $ 51.117.14 $ 575.36 105,00pipe,slotted drain,12' LFT 143.00 $ 215.38 $ 30,799.34 0.00 143.00 $ 219.13 $ 31,335.59 5 536.25 107.00 video Inspection for pipe LFT 10,583.00 $ 2.00 $ 21,182.09 0.00 10,581.00 $ 263'$ 21,479.43 $ 317.43 108 00 video inspection tar underdrains LET 5.471.00 $ 1.00 $ 5.471.60 0.00 5.471.00 $ 1.02 $ 5 680 42 $ 109.42 108.00 geolextiles for underdraln,type 1A SYS 4,541.00 $ 2.00 $ 9,082.00 2,148.10 2,382.90 $ 2.22 $ 5,312.24 $ 526.44 111.00 aggregate forundenirains CYS 492.00 $ 50.00 $ 39,360.00 232.70 259.30 $ 91.38 $ 23,889.65 $ 2,945.65 113.00 casting.furnish and adjust to grade EACH 4.00 $ 1.728.20 $ 6,912.80 0.00 4.00 $ 1,738.93 $ 8.95572 $ 42.92 114.00 casting,inlet,adjust to grade EACH 4.00 $ 789.38 $ 3,157.44 0.00 4.00 $ 800.09 $ 3,200.36 $ 42.92 115.00 casting,manhole,adjust to grade EACH 4.00 S 1,209.74 S 4,538.96 0.00 4.00 S 1,220.13 $ 4,580.52 $ 41.56 116.00 inlet.E7 EACH 6.00 $ 2 728.88 $ 18,373.28 3.00 3.00 $ 2,788 B5 $ 8 365 95 $ 179.31 319.00 manhole,C4 EACH 5.00 $ 4,434.91 $ 22,174.55 2.00 3.00 $ 4,53114 $ 13,593.42 S 288.59 122,00 casting,water valve,adjust to grade EACH 11.00 $ 363.79 $ 4,1301.89 2.00 9.00 $ 369.49 $ 3.325.41 $ 51.30 124.00 inlet,B15 EACH 14.00 $ 3,425.27 $ 47,953.78 B.00 8.00 $ 3,47584 $ 27,805.12 $ 402.88 125.00 inlet,C15 EACH 51.00 $ 3,764.94 5 191,501.94 41.00 10.00 5 3,823.53 S 38,215.30'5 1585.90 127.00 wa6,decorative _ LFT 548.00 $ 763.9E $418,661.04 42.10 505.90 $ 813.22 $ 411.408.00 $ 24.910.52 130,00 reed closure sign assembly EACH 55.00 $ 225.00 $ 12,375.00 9.00 40.00 $ 26500 $ 12,190.00 $ 1,840.00 131.00 temp pavement marking,removable,4' LFT 17,459.00 S 1.10 S 19,204.90 48.00 17,411.00 S 1.30 S 22,834.30 S 3,482.20 13200 temp pavement marking,removable,24' LET 24.00 $ 8.00 $ 192.00 0.00 24.00 $ 900 $ 21600 $ 24 00 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D .34.00 cdnslruCtiOn sign.A EACH 7.00 $ 110.00 $ 770.00 17.00 i.00 $ 130.00 $ 13050 $ 20.00 135.00 construction sign,B EACH 23.00 S 50.00 $ 1,150.00 13.00 10.00 $ 60,00 1$ 600.00 5 100.00 135.00 maintaining traffic LS 1.09 $ 51,927.18 $ 51.927.16 0.70 0.30 $ 51,827.18 $ 15,578.15 $ 5,000.00 13700 barricade,Ill-A LFT 204.00 5 16.00 $ 3,284.00 56.00 148.00 $ 1800'$ 2884.00 E 298.00 138.00 banicade,Ill-B LFT 48.00 $ 18.00 $ 788.00 32.00 16.00 $ 18.00 $ 288.00 $ 32.00 153.00 line,therms,solid,white,4' LFT 621.00 5 065 $ 40365 000 821.00 $ 0,68 $ 422.28 5 18.63 184 00 line.multi-component.solid.yellow.4" LET 199.00 $ 6.00 $ 1,164.00 0.00 194.00 $ 7.35 $ 1,425.90 $ 281.90 105.00 line,Thermo,dotted,while,8' _ LFT 30-00 $ 1.30 S 39.00 0.00 30.00 $ 1.35 $ 40.50 5 1.50 166.00 trans marking,therms,yield line,white,38" LFT 85.00 $ 14.00 $ 1,190.00 0.00 8500 $ 14.50 $ 1.232.50 $ 42.50 187 00 line,[hermn,solid.while,6" LFT 182.00 $ 0.95 5 153.90 0.00 162.00 $ 0.97 $ 157.14 $ 3.24 168.00 line,therms,solid,white,8" LFT 44.00 $ 1.30 $ 57.20 0.00 44.00 $ 1.35 $ 59.40 $ 2.20 169,00 line.therms.solid,white.12' LFT 48.00 $ 4.50 $ 21800 000 48.00 $ 4.60 $ 220.80 $ 4-80 170.00 line,paint,solid,yellow,4" LET 752.00 $ 0.55 $ 413.60 3,242.50 752.00 $ 0.58 $ 435.18 $ 22.58 171.00 line,thereto,solid,yelow,4" LFT 2,94500 $ 0-65 5 1,946.75 0,00 2,995.00 $ 0.68 $ 25136.60 $ 59.85 172.00 trans marking.therms,stop Ens,white,24" LFT 184.00 5 8.00 $ 1,312.00 0.00 164.00 $ 10.25 $ 1.681.00 $ 369.00 173,00 trans marking,paint.slop line,while,24' LFT 14.00 $ 10.00 $ 140.00' 85.50 14.00 S 10.25 $ 143.50 $ 3.50 174.00 trans marking,therms,mealk line,white,5" LFT 288.00 $ 0.95 $ 273.80 0 00 288.00 $ 0.97 $ 279.38 $ 5.76 175.00 pant mess marking,therrno,lane ind arrow EACH 1.00 $ 150.00 5 150.00 0,00_ 1.00 $ 160.00 $ 180.00 $ 10.00 176.00 pvrnt mess marking,therm,Led sing EACH 2.00 $ 250.00 $ 500.00 0,00 2.00 $ 265.00 $ 530.00 $ 30.00 177.09 snnwplowable raised pavement marker EACH 17.00 $ 8500 $ 1.10500 12.00 500 S 83.00 $ 415.00 $ 90.00 178.00 pvmt mess marking,paint.STOP EACH 2.00 $ 200.00 $ 400.00 0,00 2.00 $ 210.00 $ 420.00 $ 20.00 188.00 subgrade treatment(urdistributed, CYS 30000 $ 89.86 $ 26.955,00 854,94 584,94 $ - $ 52,562.71 188A subgrade treatment(undIstdbuted)-Escalated CYS 1.00 $ 80.88 $ 89.86 1.00 $ 97.53 $ 97.53 5 7.67 191 00 Fence,Wood,Remove and Replace LFT 200,00 $ 83.31 5 16,662.00 0.00 200.00 $ 84.33 $ 58,856.00 $ 204.00 198.001HMA Trail Remove and Replace 4" TON 41400 $ 170.00 $ 70.380.00 0.00 414,00 $ 161.09 $ 74,971.28-$ 4,591.25 193.00 Replace Concrete Node at Trail Head 5- SYS 140,00 $ 127,59 $ 17,852,80 0.00 140.00 5 131.86 $ 18.463 26 5 800.80 200.00 Slane Shoulders TON 120.00 $ 75.00 $ 9,000.00 0.00 120.00 $ 80.60 $ 9,672.00 $ 672.00 206.00 Subgrade Treatment,Type IBC,14',4%Cement SYS 7,05500 $ 23.74 $187.485,70 5.440A0 1.615,00 $ 24.27 $ 39,196.05 $ 855.95 209.00 24'Curb Type 8 Modified LFT 1,687.00 $ 45,00 $ 75,915.00 $ 1,032.00 855,00 $ 48.99 $ 30.778 45 $ 1.343.45 t - $ - $ 182,510.79 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D 9a ml 301771p415 039.1 Unib tabard% 06624601943070e95074 0569139144 1114713% 0000043574 4/6061310 416064 ]13'6.e1Mof,"-a314106115'a,050%el307,806 1315 C15 5 3.625.04 5 100 $ 0.06 5 5 3 S C40 a 31l]1:6,.13!0.,13.,(6n.100lo1o4,0n094e 19017 2356 DI 51693659 5 7 90 5 0 74 5 - 5 15,01325 627 019 11,10600 581 5 046 057 13 ' 1074 C. 5 6,99095 5 6.60 5 0.19 5 • 5 5 ulell2ue5pal I 6 5 557 5 071 5 • 5 1105.65 6.33 019 19.64200 15.53 5 0.29 5.16 13130:1me6+adolu.Curb 0156.1 26531 5 195 5 0 36 5 • $ $ 2105 - -ma.mml _ 15476$35 7,77.9 5 350 5 002 5 5 1.199.99 0.27 OIL - 5 - 001 13 131..m 3Ne7076119512 . 13E 5, 4.98 5 191 $ 506 $ • 5 - 5 sa 7409 575 -1005671 5 146 0 0U4 5 • 5 3546.33 0.41 OIL . 5 - 096 13136 Ad.Mph 9l,v&u1 3 - 5 - 5 • 0 5 - - . 5 - - 2111:501ry0;II/6-.101, 9755, 991.51 5 995 6 003 5 2,93800 215 $ 31154:59-007111/5e9O4 m 5 4.05 5 511 5 5 6600E 260 005 • $ - 020 2711:6-91.680.em37.n 1172 536 1,532.52,$ I 15 $ 21051 5 - 54,5 15 .5 0 65 - 5 . 007 1313:507130.0/E.av 15116 S36 22 53E DI $ 145 5 391 5 • 19,1E0 721, 174 0 041 61 _ 4.32 5 23 I0151o3-7e 10 3.51 5 005 5 • $ 16.71385 1.55 0.05 - 5 - 013 Add5121fw Eton 5:312e.w 071076.49053 Base for PICA 272 1.2 11.5151 5 4.34 5 011 5 • 5 37411 2.37 0.08 • - 5 - 021 15384:C9.'3 083 60 51 310 107+64571., 8861012 3 5 5.97 5 0 21 5 5 1 40 99 $ 0 CO.la 255. Ada I511w 530,33&016e, 3 1.3425 5 5.35 5 019 S • 299.93 2.63 0.08 • . 5 927 1935:43.53 088 1 4 56061er 89Tux 777.59 $ 5. $ 6 $ 3 S 337 131-376/A 11.5!x 559515 • 388.14 5 0.30 5 ] S A. 4[(91-x Ma3]p sU6i 9-Smm.M3 661 T04 I.S61.3i S 3.19 5 916 5 6,600.6E 6.49 1119 5,1600 5. 0 39 3 55 Oda 51.1116r441.51711nweale 13 360/04-3MA161141E3131 1506m-111 IW 704 13230353 5 913 5 035 5 • 10346.75 11.34 4.34 10,93674 745 037 099144 57.1967 atp5al7 Oosare 34 50,06/41.0MA1 64 3156 25 0 37,6.44; _ 5 5 5 5 0_11 5 • 16,36314 4.82 0,14 31.40000 5.50 033 064 Odd 5727 fw 5..a11inaeale 3530',0Vh h1E0M 60M1316O r,G 19.0mM1 .. 1 $ 1 5 0.20 5 516 013 1115500 650 034 077 Add 5913 br 4106.9 6,615.,1 I111'.(31131rnn for 67/74e.66 5 S 1.W 5 943 5 3, 4359 035 295 41 7 165 x. 4516515 1.913.19 5 39.73 5 1.i9 5 • 150.11 3.11 0.09 - 41II0:R<p300nm4.91x 2,530 5 1 $ 50 $ 5 5 - 193.94 3.11 - 1.51 13955 2106 45.51 5 2.35 5 0.07 5 - 206.95 1.09 0.03 am - 4004'00CV FOR 4.vpx4ACxE5319, 1 1 $ 64 3 5 5 • 53311 167 005 dd 0591 51111.91143ete and 5107 kW 3000r 51 S1.3M13u 6...495mn, 615E.51 5 77.57 5 0.66 5 . 6.07959 7599 0.1E 4.69000 1611 081 231 Add 5111 52721912011 Owenle 53514,16.04596.151.190 tot 1857011 726381 5 16.21 5 0.19 5 • 63 1 5,9 20 m 1E 060 61.1457 41 fat 191111 Poe. 93 5 1973 5 0.59 S • 36.65 1.55 0.05 034 kid 33.73 Not mlwen increase 5353'.1515 01090000 116 5r5 13610 54 5 71. 5 2.20 5 . 1,085,04 5.76 017 235 140 5460101 04717e1e952re37e 54531 0elso Warn Surfares 6 $ 31.12 $ 0.93 $ . - 56 S6 Curb Concrete 515 30. .15 75 5 3 $ 8 9 $ . a9d 509 HI a moue.b0eale 0... 0 5 1.13 5 5 5 61.2E 0.16 000 _ .66 57 Ce6b 16too C6,Oety 5155 LET 5 5 565 5 e 5 15301 04 4 132 0. 0.3216d 51301or w+3010.00.,O 51 Sle.se,.n03r,e 5153 6R 3,061.11 S 1.51 5 005 S - - f 00013AETd 2955T6 6,90529 5 3517 5 0.70 5 - 541.55 1.12 0.05 0.15 Add 59.901ntmrxreleb0erse El 61 B6¢4o0 1E551R 12,39369 5 657 5 030 5 2,34006 1.50 0.04 0.14 Add 51.69 for conrreten0eate 51 614:$97.13e 18e6 611. 3.318,17 5 1.75 S 0.05 6 - 6I62:09,655uuaCwwete 14756R 9.605.3E 5 6.57 5 0.20 5 - 2 dd 1 51.37 bmiw II rete MP..MP..26..Steed6ne 9 5 10 5 5 5 . 3.96 0.17 0 GO 5464:n403046570ye0 34 Too 1117.59 5 54.03 $ 1.52 5 - 1543. 43.31915012 2811 141 6535'36C6 606 46 6004721656 M 192515 4.419.19 5 E4.31 5 0.73 5 144 5403Pat e0601ete nneau .x- 163500 4.41939 5 30.50 5 0.93 $ - 345.58 1.43 0.07• 1.Add 55.0510t mlxwen notate fm.101 51Pf59 5435073 5107.55 5 1017 5 0.33 $ • 1,165.50 3.56 0.21 14.88e00 1719 137 1.93 33 33A:3'IOra0015rtment met 5014 1102.51 5 IC 23 5 0.32 $ - 7919'tort, 1111.C.5 18.039.9E 5 13 36 5 0.41 5 . .. 5- 1. 94 7.300. .31 015 1,305.92 5 13375 5 401 5 41395 2459 0.51 4.75 95 95f 1T 5/4-Saae0nnrerl,m to dust M3ln 13964 154.95 5 15198 $ 13.65 $ • 115.66 115.46 3.i6 1E.11 96 96:12'92101 Main Co.,. 3 5.0H 971.66 5 48 4 26 14.59 6 91919 361E rype i C6903.7 516 LIT 3.002.S1 5 11.30 $ 0.37 5 • 9,735.95 Pipe 7.6pe 2 2361100 37.31251 5 1110 5 014 5 13.070.00 10.04 0.30 0.64 Do Pipe 113167 1.51654 5 10.61 5 032 $ - 30110 2.63 0.00 0.40 1051054:60300141e11 142110 4.410.55 6 3090.5 P93'5Add 52.3565004m7e1e 11313_.0IT2pe 411Yd44i Al 4EA. 1.061.50 5 365.40 5 7.96 $ • 359.90 91.25 1.11 r 1 Cp 4,909 Co Grade 433Cx 1.061.58 $ 265.40 5 755 5 • 361.95 91.25 2.1E 1073 115 ,164001110 Grade 464C0 1069.50 5 365.10 5 7 55 5 • 36895 9335 2T1 10.73 116116.1E In. 6 EACH 313757 1 $ 5 5 l 6 5 - ed4 2955 53505 i0,nenenue.,e it61164'C 70.6105.000 10ACH 194.35 5 19439 S ] $ • 2 ] �- -m p4n1116eeu 9 5. 5 5 157 5 • 5553 912 025 1199 LIE 116C'0061.0 1 EAM - 5 - S - 5 _.. 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II 9 1020:tali%Inverts C4 5 $ 62 23 5 187 5 - 122122:Wate,YaWe3054d'0Grede 11 EACH 1,6,13 5 6"5 4.55 $ 121124.5157601 14 EACH 0.121.01 5 157.34 S 13.11 5 0ne40 Dd 5250519 ar0,e 124 .»:tb ln.4311 7 f 5 5 7 5 - 941 1025 S 12.15 e skr 717.154.35 8 8 f 51 5 l 81 8 5 - 13 S 111E 108235051o,PA.no7e.le 125 1154Cm [o s 0 134.3 0e 1 EACH 9 5 194.39 5 5.8E 5 S11.97 115 1255':Poch In rma 3 $ 6215 $ 187 $ - $ 7.15 121121'.0,IO9un41auon 54.1. 1326.11 5 4.45 $ 0 13 $ m6m 1 9, 3 5 946065 177 :5adf3W1e. 541..ISM 1035.10 $ 553 5 0,17 5 99315 181 0.05 - 5 0.1E 1271218,7/0/5 rm.. 545 EFF 9,E35.11 $ 17.77 S 0.53 $ - 0.55 M 52.77 f01 conuele.,nea1e 181184',Slnnw9.ewn 1465+52dry113.,e01 h3rMrnEmetll 100 tR 3004.10 5 10.3E S 0.91 5 S 155155-3/779241165736773 354C4 1.55505 S 777.50 5 23.33 5 • 55130 325.55 9.21 5 - 5 33.09 186146-6mu4rme60v4 566ea1u.7e3570.16udee1 4000904 5 S - 5 5 - DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D 5 5 I`5 jIS - 5 • 5- 5 - 5 5 - 5 ++II5 - 5 5 185588 scrrvw^Kl a. Soo•CIS I5 5»53IS 51/ 5 010 5 • 5 I5 IS e3155IS 518 $ Of8 5 1. OOIS ,a5I5 55I 5 585 IAA �SGr Troe K/S1ewe 000 r0A 5 163351 5 3-r2 5 001 5 S 5 5 1,05003 S 175 5 005 5 • S • S • 5 011 Add 557010,f1W'!we11e DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Item 127 Brandon Weinkauf From: Broadycampbell <broadycampbell@aol.com> Sent: Thursday, February 9, 2023 1:46 PM To: Brandon Weinkauf Cc: broadycampbell@aol.com Subject: Re: 20-ENG-01 - Escalation Follow Up Flag: Follow up Flag Status: Flagged CAUTION: This email originated from outside Rieth—Riley Construction. Do not click links or open attachments unless you recognize the sender and know the content is safe. Thank you for the consideration. I am not sure what the current schedule will be, but it looks to me that we have to incur a labor price increase as well as material prices that have already happened. The labor contracts are coming due in May, we expect at least an 8% increase due to the last year and half of inflation. The material on this has already seen a 12% increase on stainless and masonry block/mortar. That price is expected to be raised again in the near future. If we can get an 8% increase to the contract that would take care of most of the added costs. The 8% would equate to $15,340. Thanks, Greg Broady In a message dated 1/24/2023 1:27:25 PM US Eastern Standard Time, bweinkauf@rieth-riley.com writes: Due to this project running past initial completion dates due to utilities/permits we are putting together pricing for escalation. The goal is to take the delta on all remaining quantities and move it to a new item with an escalated unit price. Please go through your items and get back to me with any escalation you have shown as a new item. I will need sufficient backup documentation with any price increases. Please let me know if you have any questions. Please try to get me something back by the end of next week. The goal is to have this over to Carmel sometime the first full week of February. 1 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D R-39814-A Hendricks Co Escalation far C-Tech 3.145% Labor/Fringe Matl Item Number Description Quantity Unit Labor/Fringe increase Mall Increase Existing Unit price New Unit price 43 GUARDRAIL,REMOVE 365.000 L.F. $ 1,595.40 $ 50.18 $5-00 5 5.14 44 GUARDRAIL,WOOD BEAM 30.000 L.F. done done $350.00 $ 350.00 45 GUARDRAIL,WOOD BEAM,TRANSITION 1.000 EACH done _ done 510,000.00 $ 10.000.00 46 GUARDRAIL.WOOD BEAM,END TREATMENT TYPOS 1.000 EACH done done $10,000.00 $ 10,000.00 49 FENCE,RAIL,WOOD,RESET' 200.000 L.F. $ 6,457.77 $ 203.41 555.00 $ 56.02 SO TEMPORARY FENCE 72.000 L.F. $ 3,011.54 $ 94.72 $ 653.28 $86.50 $ 96.89 54 HAND RAIL,PEDESTRIAN 292.000 L.F. $ 5,966-58 $ 187.65 $ 2,718.52 6315.00 $ 324.95 66 MAILBOX ASSEMBLY,SINGLE 4.000 EACH $ 268.73 5 8.45 $290.00 $ 202.11 67 MAILBOX ASSEMBLY,DOUBLE 2.000 EACH $ 134.93 $ 4.24 $300.00 $ 302.12 68 MONUMENT,B 19.000 EACH $ 4,765.78 $ 149.88 $700.00 $ 707.89 69 MONUMENT,[ 4.000 EACH $ 1,003.50 $ 31.56 $600.00 $ 607.89 70 MONUMENT,O 3.000 EACH $ 188.23 $ 5.92 $125.00 5 126.47 71 MONUMENT,SECTION CORNER 1.000 EACH $ 251.73 $ 7.92 $600.00 $ 607.92 125 WALL,DECORATIVE(Partial)'' 548.000 L.F. $ 15,900.68 $ 500.48 $ 7,628.15 5315.00,$ 329.83 $ 39,554.97 $ 1,244.00 $10,999.95 Total Escalation Cost DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D PARKER MANUFACTURING, LLC. PROJECT PROPOSAL February 6, 2023 Project: 604-95344 Pay Item # 0055 & 616-000 pay item 0127 604 -Approximately 295 L/F of 8-line handrail Cost Escalations 616-Approximately 548 L/F Wall decorative Railing. Please see our cost escalation breakdown below. 1,023 Man hours increase of$4/hour= $4,092 35 trucking hours increase of$15/hour = $ 525 30% of hours now need overtime of, 306 hours x$15.60/hour= $4,774 Total increase of costs $9,391 Roger Miller Parker MFG., LLC 5292 W. 100 N. Boggstown, In. 46110 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D F 0 x 5430 W. Ferguson Fort Wayne, Indiana 46809-9612 Ft.Wayne (260)747-7461 Fax(260)747-7717 Indianapolis(317)769-6291 Fax(317)769-6294 CONTRACTORS CORP. Mr M.vxF•ieoi.14,115 IN www.foxcontractors.com Price Increases Project: Smokey Row-Underdrain Date: 3/6/2023 Project No: 20-ENG-01 20-ENG-01 -Carmel, IN Fox Job No 22-071 Line Item Description Quantity Unit Unit Price Total Price Current(2022 construction pricing) 020 110-01001 MOBILIZATION AND DEMOBILIZATION 1 00 LS $ 11,000 00 $ 11,000 00 1040 715-05048 PIPE,TYPE 4,CIRCULAR,6 IN. 5394.00 LFT $ 13.00 $ 70,122.00 1140 718-12305 GEOTEXTILES FOR UNDERDRAIN,TYPE 1A 4477.00 SYS $ 2.00 $ 8,954.00 1150 718-52610 AGGREGATE FOR UNDERDRAINS 485.00 CYS $ 80.00 $ 38,800.00 2023 Unit Increases(with allowable markup) 2023 New Unit Estimated Estimated Prices Quantity to Estimated Total Increase Labor Equipment Material Trucking Total Complete 020 $ 108.86 $ 5476 $ 163.62 $ 11,163.62 1 00 $ 11,163.62 $ 163.62 1040 $ 0.10 $ 0.08 $ 0.43 $ 0.61 $ 13.61 2,400.00 $ 32,653.44 $ 1,453.44 1140 $ 0.11 $ 0.02 $ 0.09 $ 0.22 $ 2.22 2,000.00 $ 4,440.00 $ 440.00 1150 $ 0.33 $ 0.05 $ 9.25 $ 1.74 $ 11.36 $ 91.36 215.00 $ 19,643.25 $ 2,443.25 Total Estimated added cost for 2023: $ 4,500.31 Engineer/Sr.Estimator Fox Contractors Corp. MBE Certified ' Equal Opportunity Employer DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D I 2---A- Indiana Traffic Services, LLC 'S 3865 North Commercial Parkway 317 8q1 8065 "" Office Number: Greenfield,Indiana 46140 Fax Number: 317-891-8248 Certified WBE AND DBE: state of Indiana QUOTE Certified WBE:City of Indianapolis Date: 2/13/2022 Submitted by: David Mattingly Contract: Smokey Row Rd e-mail: DavidM@Indianatrafficservices.corn Location: Smokey Row Rd&Old Meridian Rd Cell Number: 317-696-0043 County: Hamilton Office Number: 317-8'q1-E065 Item Item Estimated Unit of Unit Extended Number Description Quantities Measure Cost Amount 2 Mobilization and Demobilization 1.00 LS $ 12,000.00 $12,000.00 130 Road Closure Sign Assembly 55.00 Each , $ 225.00 $12,375.00 131 TPM,Removable,4" 17,459.00 Lff $ 1.10 $19,204,90 132 TPM,Removable,24" _ 24.00 _ Lft $ 8.00 $192.00 133 Detour Route Marker Assembly 45.00 Each $ 70.00 $3,150.00 134 Construction Sign,A 7.00 Each $ 110.00 $770.00 135 Construction Sign,B 23.00 Each $ 50.00 $1,150.00 136 Maintaining Traffic-See Note E 1.00 LS $ 20,000.00 $20,000.00 137 Barricade,ill-A 204.00 Lft $ 16.00 $3,264.00 138 Barricade,Ill-B 48.00 Lff $ 16.00 $768.00 13q Detectable Pedestrian Barricades 84.00 Lft $ 20.00 $i,680.00 163 Line,Thermo,Solid White,4" 621.00 Lff $ 0.65 $403.65 165 Line,Thermo,Dotted White,S" 30.00 Lff $ 1.30 $39.00 166 TM,Thermo,Yield Line,White,36" S5.00 Lft $ 14.00 $i,190.00 167 Line,Thermo,Solid White,6" 162.00 Lff $ 0.95 $153.40 16g Line,Thermo,Solid White,8" 44.00 Lft $ 1.30 $57.20 169 Line,Thermo,Solid White,12" 48.00 Lff $ 4.50 $216.00 170 Line,Paint,Solid Yellow,4" 752.00 Lft $ 0.55 $413.60 171 Line,Thermo,Solid Yellow,4" 2,995.00 Lft $ 0.65 $1,946.75 172 TM,Thermo,Stop Line,White,24" - 164.00 . Lft $ R.00 $1,312.00 173 TM,Paint,Stop Line,White,24" 14.00 Lft $ 10.00 $140.00 174 TM,Thermo,Crosswalk Lilne,White,6" 288.00 Lft . $ 0.95 $273.60 175 PMM,Thermo,Lane indication Arrow 1.00 Each $ 150.00 $150.00 176 PMM,Thermo,PED X INC 2.00 Each $ 250.00 $500.00 177 1 Snowplowable Raised Pavement Marker 17.00 Each , $ 65.00 $1,105.00 178 IPMM,Thermo,STOP 2.00 Each ' $ 200.00 $400.00 Total Quote $g2,854.60 A, We must have SEVEN (71 days notice for installation of pavement markings and signs B. Contractor to clean and prepare road for pavement markings. C. Prices are good for TNRITY(30)days from the day of the quote. D. Individual unit prices may not be honored if entire package is not used. E. MOT includes Sign Lay Out,Locates,Install,Removal,and Maintenance of signage. INCLUDES Setup and Removal of 100 Drums&25 Lights.Daily movement by others F. ANY TRAFFIC CONTROL DEVICES MOVED AFTER ORIGINAL PLACEMENT BY SUBCONTRACTOR BECOMES THE REPONSiBILITY OF THE CONTRACTOR. G, Signs are erected,serviced and removed as per plan. Overtime on a Pro Rata basis.Signs are quoted and installed as per the plans.Any deviation from the phasing or added signs through no fault of our own will require line item payment,change order if no line items is existing,and a$650.00 Mobilization per trip to add signs. i.i, Prices DO NOT include applicable sales or use tax. Tax Exempt certificate is required if job is tax exempt. i. ITS,LLC will not warranty any pavement markings placed at conditions outside of the INbOT Standard Specifications.Additionally, during the period of November 1st through March 31st,the site conditions must be mutually agreed upon as acceptable prior to placement of any markings and a signed Waiver of Warranty must be received by 1TS,LLC prior to work being completed. j. I.T.S.has certified Traffic Control Specialists. K. LINE REMOVAL NOT INCLUDED IN THiS QUOTE.PLEASE CALL FOR PRICING. L. Construction Drums may be rented for$0.60 each/per day and lights for$0.40 each/per day. M. Temporary Tape may be purchased. Please call for a quote. N. I.T.S.WILL NOT be responsible for Weekly Sign and Barricade Reports. 0. Customer to ACKNOWLEDGE CHANGE ORDER requests as received. P. Pavement Markings includes ONE(1) Mobs. Additional mobes are$1000.00 each. We are an Equal Opportunity Employer DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Accepted By: Date Accepted: Accepted For: DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D I lid S Indiana Traffic Services, LLC 3865 North Commercial Parkway Office Number: 317-841-8065 Greenfield,Indiana 46140 Fax Number: 317-841-8248 Certified WBE AND DBE: state of Indiana QUOTE Certified WBE: City of Indianapolis Date: 3/8/2023 Submitted by: David Mattingly Contract: Smokey Row Rd a-mail: DavidMru"�,Indianatrafficservices.com Location: Smokey Row Rd&Old Meridian Rd Cell Number: 317-646.0043 County: Hamilton Office Number: 317-841-8065 Item Item Estimated Unit of f Unit Extended Number Description Quantities Measure Cost Amount 2 Mobilization and Demobilization 1.00 LS $ 12,000.00 $12,000.00 130 Road Closure Sign Assembly 55.00 Each $ 265.00 $14,575.00 131 TPM,Removable,4" 17,454.00 Lft $ 1.30 $22,646.70 132 -Detour Removable,24' 24.00 Lft $ 4.00 $216.00 133 Detour Route Marker Assembly 45.00 Each $ 70.00 $3,150.00 134 Construction Sign,A 7.00 Each $ 130.00 $410.00 135 Construction Sign,B 23.00 Each $ 60.00 $1,380.00 136 Maintaining Traffic-See Note E 1.00 LS $ 20,000.00 $20,000.00 137 Barricade,ill-A 204.00 Lff $ 11.00 $3,672.00 138 Barricade,ill-B 48.00 Lff $ 18.00 $864.00 134 Detectable Pedestrian Barricades 84.00 Lft $ 20.00 $1,680.00 163 line,Thermo,Solid White,4" 621.00 Lft 8$ 0.6 � $422.28 165 line,Thermo,Dotted White,8" 30.00 Lff $ 1.35 $40.50 166 TM,Thermo,Yield Line,White,36" 85.00 Lff $ 14.50 $1,232.50 167 line,Thermo,Solid White,6" 162.00 Lff $ 0.47 $157.14 168 Line,Therma,Solid White,8" 44.00 Lft $ 1.35 $54.40 164 line,Thermo,Solid White,12' 41.00 Lft $ 4.60 $220.80 170 Line,Paint,Solid Yellow,4" 752.00 Lft $ 0.58 $436.16 171 line,Thermo,Solid Yellow,4" 2,445.00 Lft $ 0.68 $2,036.60 172 TM,Thermo,Stop Line,White,24" 164.00 Lft $ 10.25 $1,681.00 173 TM,Paint,Stop Line,White,24" 14.00 Lft $ 10.25 $143.50 174 TM,Thermo,Crosswalk Vine,White,6" 288.00 Lft $ 0.47 $274.36 175 PMM,Thermo,Lane Indication Arrow 1.00 Each $ 160.00 $160.00 176 PMM,Thermo,PED X iNG 2.00 Each $ 265.00 $530.00 177 Snowplowable Raised Pavement Marker 17.00 Each $ 83.00 $1,411.00 178 PMM,Thermo,STOP 2.00 Each : $ 210.00 $420.00 Total Quote $60,373.44 A. We must have SEVEN(7)days notice for installation of pavement markings and signs B. Contractor to clean and prepare road for pavement markings. C. Prices are good for THRITY(301 days from the day of the quote. D. individual unit prices may not be honored if entire package is not used. E. MOT includes Sign Lay Out,Locates,Install,Removal,and Maintenance of signage. INCLUDES Setup and Removal of 100 Drums&25 Lights.Daily movement by others F. ANY TRAFFIC CONTROL DEVICES MOVED AFTER ORIGINAL PLACEMENT BY SUBCONTRACTOR BECOMES TIE REPONSIBILiTY OF TIE CONTRACTOR. G, Signs are erected,serviced and removed as per plan. Overtime an a Pro Rata basis.Signs are quoted and installed as per the plans.Any deviation from the phasing or added signs through no fault of our own will require fine item payment,change order if no line items is existing,and a$650.00 Mobilization per trip to add signs. i. Prices DO NOT include applicable sales or use tax. Tax Exempt certificate is required if job is tax exempt. F. ITS,LLC will not warranty any pavement markings placed at conditions outside of the INDOT Standard Specifications.Additionally, during the period of November 1st through March 31st,the site conditions must be mutually agreed upon as acceptable prior to placement of any markings and a signed Waiver of Warranty must be received by iTS,LLC prior to work being completed. J. I.T.S.has certified Traffic Control Specialists. K. LiNE REMOVAL NOT INCLUDED IN THIS QUOTE.PLEASE CALL FOR PRiCING. L. Construction Drums may be rented for$0.60 each/per day and lights for$0.40 each/per day. M. Temporary Tape may be purchased. Please call for a quote. N. I.T.S.WILL NOT be responsible for Weekly Sign and Barricade Reports. O. Customer to ACKNOWLEDGE CHANGE ORDER requests as received. P. Pavement Markings includes ONE (11 Mobe. Additional mobes are$1000.00 each. We are an Equal Opportunity Employer DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Accepted By: Date Accepted: Accepted For: DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D • oudebush Grading, Inc 17155 Harger Court. Noblesville, IN 46060 Phone: 317-770-9970 • Fax_ 317-770-6636 Proposal Submitted To: Job Name Smoky Row Rd, 20-ENG-01 C.O. 3 Rieth-Riley Location Carmel Phone Date 2/3/23 Fax Revisions Attention Brandon Weinkauf Estimated By: Gregg Lecher 317-710-8777 Line Item Description Quantity Unit Unit Price Total Escalation - Updated Unit Prices 77 Mulched Seeding U (SP) 5665 SYS $ 0.78 $ 4,418.70 80 Sodding, Nursery 3848 SYS $ 3.41 $ 13,121,68 $ - $ $ $ $ $ $ $ TOTAL $17,540.38 Special Conditions 1 'Seed and sod prices exclude finish grading,sod notching,debris removal,and soil preparation. 2 Topsoil and topsoil placement has been excluded from this proposal. 3 Erosion control reporting, maintenance,and removal has been excluded from proposal. 4 Proposal based on work being performed within a standard Monday through Friday work week. 5 Lawn maintenance including mowing,spraying,and post fertilization has been excluded from this proposal. 6 Soil testing,organic,and inorganic soil amendments have been excluded from this proposal. 7 Traffic Control has been excluded from this proposal. 8 Quantities are based on the itemized proposal. Invoicing shall be based on actual installed quantities at the unit price shown. 9 Proposal excludes all bonding and railroad protective liability insurance. 10 Proposal is bid as a complete package. Pricing is subject to change if line items are deleted from this proposal. 11 Proposal excludes private utility locates. Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days. Authorized Agent Signature and Printed Name Date DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Smoky Row Rd. 20-ENG-01- Escalations 2/3/23 Bid Current Price Price Escalation 77 Mulched Seeding U 5665 sy Seed 230 lbs $ 2.88 $ 2.88 $ - Fertilizer 0.5 ton $ 686.00 $ 800.80 $ 57.40 Mulch 2.4 ton $ 100.00 $ 110.00 $ 24.00 Teamster 8 hours $ 53.40 $ 56.95 $ 28.40 Operator 8 hours $ 57.31 $ 61.49 $ 33.44 Laborer 8 hours $ 45.41 $ 49.13 $ 29.76 $ 173.00 Increase $ 0.03 /sy 80 Sodding, Nursery 3848 sy Material 3848 sys $ 1.62 $ 1.98 $ 1,385.28 Teamster 16 hours $ 53.40 $ 56.95 $ 56.80 Operator 16 hours $ 57.31 $ 61.49 $ 66.88 Laborer 16 hours $ 45.41 $ 49.13 $ 59.52 $ 1,568.48 Increase $ 0.41 /sy TOTAL $ 1,741.48 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Iff QUOTE# 14314 2/15/2022 M A l" E Ft I A L Quote Expiration: 04/01/2022 RIETH-RILEY CONSTRUCTION Srnokey Row Rd from Old Meridian to Rangeline Attn: Matt Alexander Location: Smokey Row Road Carmel, IN 46032 malexander@rieth-riley.com Ready Mix Products Unit Price INDOT Class A Per CY 132.00 INDOT Class C Per CY 138.00 INDOT Class C with Slag Per CY 141.00 9.5 bag Fine Grout mix Per CY 140.00 Removable Flowable Fill Per CY 90.00 Non Removable Flowable Fill Per CY 95.00 Integral Color:Shadow Slate(Green) Per CY 96.00 Integral Color:Red Brick Per CY 92.00 Integral Color price fo be added to concrete per yard price. Available items-RM Per Price Additional RM Charges Per Price Additional Bag of Type 1 Cement Each 6.00 Partial Load Charge(2.25-3.75 CY) Load 100.00 Fiber 1 Bag per Yard CY 7.00 Partial Load Charge(2 CY and under) Load 150.00 Fiber 1.5 Bags per Yard CY 10.00 Saturday Charge{Before Noon) Load 50.00 Mid-Range WR CY 5.00 Winter Charges(Nov 1 Thru Mar 31) CY 4.00 HRWR(Super) CY 7.50 Washout Bags Each 40.00 High Early Accelerator(Per CY 4.00 Color Washout Fee Load 100.00 Percent) Excess Unload Charge(after 30 min) Hour 100.00 Calcium Chloride(Per Percent) CY 3.00 Non-Calcium Accel.(Per Percent) CY 6.00 Type Ill Cement Replacement CY 6.00 Element 5 Internal Cure CY 13.00 RM Notes For Tax Exempt Projects,Provide ST-105 form Prior to Pouring. Pricing Does Not Include 7%p Indiana Sales Tax if Applicable. For Fiber Replacement on Wire Mesh or Reber,Please Contact Sales. Jeremy Ross Sales 317-695-1067 jross@shelbymaterials.com www.shelbymaterials.com • Brownsburg•Columbus•Edinburgh •Indianapolis•Nashville• Pendleton• • Rushville•Seymour•Shelbyville•Westfield• DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D SE f QUOTE# 14314 Nei INFt I A1. 3/3/2023 Quote Expiration: 04/17/2023 RIETH-RILEY CONSTRUCTION 20-ENG-01 Smokey Row Rd Attn: Brandon Weinkauf Location: Smokey Row Road from Old Meridian to Rangeline bweinkauf@rieth-riley.com Carmel, IN 46032 Ready Mix Products Unit Price INDOT Class A Per CY 154.00 INDOT Class C Per CY 160.00 INDOT Class C with Slag Per CY 170.00 9.5 bag Fine Grout mix Per CY 165.00 Removable Flowable Fill Per CY 100.00 Non Removable Flowable Fill Per CY 105.00 Integral Color:Shadow Slate(Green) Per CY 101.00 Integral Color:Red Brick Per CY 96.00 Integral Color price to be added to concrete per yard price. Available Items-RM Per Price Additional RM Charges Per Price Additional Bag of Type 1 Cement Each 6.00 Partial Load Charge(2.25-3.75 CY) Load 200.00 Fiber 1 Bag per Yard CY 7.00 Partial Load Charge(3.75 CY and under) Load 200.00 Fiber 1.5 Bags per Yard CY 10.00 Saturday Charge(Before Noon) Load 50.00 Mid-Range WR CY 5.00 Winter Charges(Nov 1 Thru Mar 31) CY 4.00 HRWR(Super) CY 7.50 Washout Bags Each 40.00 High Early Accelerator(Per CY 4.00 Color Washout Fee Load 100.00 Percent) Excess Unload Charge(after 30 min) Hour 100.00 Calcium Chloride(Per Percent) CY 3.00 Fuel Surcharge($/gallon) Non-Calcium Accel.(Per Percent) CY 6.00 $4.25 To$4.499 Load 13.00 Type Ill Cement Replacement CY 6.00 $4.50 To$4.749 Load 15.00 Element 5 Internal Cure CY 13.00 $4.75 To$4.999 Load 17.00 $5.00 To$5.249 Load 19.00 $5.25 To$5.499 Load 21.00 RM Notes For Tax Exempt Projects,Provide ST-105 form Prior to Pouring. Pricing Does Not Include 7%Indiana Sales Tax if Applicable. For Fiber Replacement on Wire Mesh or Rebar,Please Contact Sales. Jeremy Ross Sales 317-695-1067 jross@shelbymaterials.com www.shelbymaterials.com • Brownsburg •Columbus• Edinburgh• Indianapolis• Nashville• Pendleton • • Rushville•Seymour•Shelbyville•Westfield• DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Escalation Worksheet for work planned in 2022,now scheduled for 2023 Project: 20-ENG-01,Smokey Row Road.Hamilton County IN Client Rlet0Rlley Construction Item No Descdptton Planned Year Construction Year Labor Unit Cod Labor%Per Year Equipment Unit Cost Equipment%Per Year Malarial Unit Cost Material%Per Year Total Unit Increase 9999 Subgrade Treatment.Type IBC 2022 2023 52.45 3 00% 52.05 3.00% 54.95 5.00% 50.53 107 Video Inspection Or Pipe 2022 2023 50.69 3 00% 50.37 3.00% 50.00 0.00% $0.03 113 Video inspection Or Underdmin 2022 2023 50.57 3 00% 50.10 3.00% 50.00 0.00% 50.02 Notes Labor Casts include Professional Senses Or quality control. Equipment costs Include Mo5l¢atioNCemobili7alion costs Material Costs Include Delbery Costs. Material increases estimated Actual costs cannot be determined until lime of construction DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Account Name:RIETH-RILEY CONST CO INC Ak Mort hi i Account Number:248823 Marietta Project Name:20-ENG-01 SMOKEY ROW RD Quote ID: 50073897 Project Address: Quote Date: 2/11/2022 112 9th St NW Quote Expiration: 5/12/2022 • Carmel,IN.46032,HAMILTON County Prices Valid Until: 2/11/2023 , Tax Exemption Status: Yes Delivered: YES Martin Marietta is pleased to quote prices on the following products for the above fisted project: • IN.NO.8 0635 North 25102 5,000 TN $23.00 TN 54.65 $27 65 5138.250-00 Indianapolis Quarry STATE 2 3006 North 25102 600 TN $15.50 TN $4.65 $20.15 $12,090.00 Indianapolis Quany REVETMENT 0008 North 25102 900 TN $25.00 TN $5.15 $30.15 $27,135.00 Pidianapolis Quarry B BORROW 0916 Noblesville Sand 25108 2,500 TN $12.50 TN $4.45 $16.95 $42,375.00 IN NO.53 0530 Noblesville 25109 12.000 TN $16.00 TN $4.45 $20.45 S245,400.00 Stone PULVERIZED 1301 Northside 25807 1,300 CY $27.00 . Lead $98.00 - - TOPSOIL Topsoil Product Total: $405,150.00 Per Unit Haul Rate Total $95,200.03 Flat Haul Rate Total $98.00 Combined Amount i.� EXP DATES If the quote is accepted before the quote expiration date,prices will be valid until the dale fisted above.The above prices apply to plants noted on this quote only and are subject to an increase once expired. Materials are subject to availability at the specified plants. FUEL INCREASE Haul rate is subject to change. If fuel goes above$4.25 per gallon please add 3%for every$0.25 of increase.Please contact your Sales Rep if you have questions BY SIGNING BELOW OR ACCEPTING PRODUCTS SOLD BY MARTIN MARIETTA,THE CUSTOMER AGREES TO BE BOUND BY THE TERMS AND CONDITIONS FOLLOWING THIS SIGNATURE LINE: Signature Print Name/Title Date Thank you for your business Should you have any questions regarding this quote,please contact MATTHEW WYNBERRY at(317)428-5215 or Matt.Wynberry@martinmarietta.com Page 1 of 3 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Ak Martin Account Name:RIETH-RILEY CONST CO INC Account Number:248823 Marietta Project Name:2023 20-ENG-01 SMOKEY ROW RD ' Quote ID: 50143770 Project Address: Quote Date: 3/14/2023 SMOKEY ROW RD&RANGELINE RD Quote Expiration: 4/14/2023 CARMEL,IN,46032,HAMILTON County Prices Valid Until: 9/30/2023 Tax Exemption Status: Yes Delivered: YES Martin Marietta is pleased to quote prices on the following products for the above listed project, REVETMENT 0008 North 25102 100 TN $28.75 TN $6.30 $35.65 $3,505.00 Indianapolis Quarry IN.NO.8 0635 North 25102 1,500 TN $27.00 TN $5.80 $32.80 $49,200.00 Indianapolis Quarry STATE 2 3006 North 25102 300 TN $17.85 TN $5.80 $23.65 $7,095.00 Indianapolis Quarry B BORROW 0916 Noblesville Sand 25108 1,000 TN $14.45 TN $5.45 $19.90 $19,900.00 IN NO.53 0530 Noblesville 25109 1,000 TN $18.35 TN $5.45 $23.80 $23,800.00 Stone Product Total: $81,530.00 Per Unit Haul Rate Total $21,970.00 Flat Haul Rate Total Combined Amount $103,500.00 EXP DATES If the quote is accepted before the quote expiration date,prices will be valid until the date listed above.The above prices apply to plants noted on this quote only and are subject to an increase once expired. Materials are subject to availability at the specified plants. NEW FUEL TERMS Haul rates are subject to change at any time without notification. Rates will reflect current market and cost conditions and will be adjusted accordingly. Please contact your sales rep for additional questions. QUOTE PERIOD All quotations will be valid for a period of thirty(30)days.In order to make it a binding agreement,the Customer must accept all of its terms by either signing and returning a copy to Martin Marietta or by accepting products sold by Martin Marietta within that period of time. BY SIGNING BELOW OR ACCEPTING PRODUCTS SOLD BY MARTIN MARIETTA,THE CUSTOMER AGREES TO BE BOUND BY THE TERMS AND CONDITIONS FOLLOWING THIS SIGNATURE LINE: Signature Print Name/Title Date Thank you for your business Should you have any questions regarding this quote,please contact MATTHEW WYNBERRY at(317)428-5215 or Matt.Wynberry@martinmarietta.com Page 1 of 3 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH5&ILEY CONSTRUCTION Ca , INC. 100% Quality • 100% Employee Owned • Over 100 Years EXTRA WORK AGREEMENT PRICING TO: Beam, Longest & Neff DATE: 3/8/2023 8320 Craig Street Indianapolis, IN 46250 PROJECT: 20-ENG-01 Smoky Row Road JOB#: RR Job#3200920 ATTN: Guy E. Della Valle, Field Services RE• C012-Tree Installation Moffett Coordinator Tree Landing We Are Sending: Submitted For: Action Taken: Shop Drawings X Approval Approved as Submitted Letter Your Use Approved as Noted Prints/Plans As Requested Returned After Loan X Change Order Review and Comment Resubmit Copies Samples Submit Copies Specifications Sent Via: Email Returned Other: X Attached Returned for Corrections Separate Cover Via: Due Date: NoteslRemarks: Please see below for price for the grade work performed under T&M and the installation of the requested trees to be installed on the newly constructed Moffett Tree Landing: Item Description Quantity Unit Unit Price Extension 211 T&M Tree Landing Grade Work 1 LS $3,807.84 $3,807.84 212 Colonial Spirit Elm, 4" 3 EA $1,471.70 $4,41,S.11 4,415.10 213 Excamation Plane Sycamore, 3.5" 2 EA $1,213.89 $2,427.78 214 Fall Fiesta Maple, 3.5" 3 EA $1,434.11 -$47-382732- 4,302.33 215 Green Mountain Sugar Maple, 4.5" 2 EA $1,729.52 $3,459.04 216 Hardwood Mulch 2 CYS $107.42 $214.85 214.84 $tS,626.94` $18,626.93 Thank you, Brandon Weinkauf Signed: P.O. Box 276 • 1751 W. Minnesota St.•Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6/23 Work Performed: Moffett Tree Landing CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Grade work for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER 0.00 $28.90 $0.00 Nicholas Klindt 9.00 9.00 $40.15 $361.35 Tomas Eduardo Contreras 9.00 9.00 $28.40 $255.60 MECHANIC 0.00 $39.48 $0.00 OPERATOR(103) 0.00 $39.40 $0.00 OPERATOR{841) 0.00 $39.35 $0.00 OPERATOR OILER(103) 0.00 $34.51 $0.00 OA TECH 0.00 $28.40 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $616.95 (2) FICA 7.50 % x LINE(2) $46.27 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $24.38 = $0.00 CARPENTER FOREMAN 0.00 X $24.38 = $0.00 COMBINATION 0.00 X $17.39 = $0.00 FINISHER 0.00 X $17.39 - $0.00 Nicholas Klindt 9.00 X $19.71 = $177.39 Tomas Eduardo Contreras 9.00 X $17.39 = $156.51 MECHANIC 0.00 X $20.96 = $0.00 OPERATOR(103) 0,00 X $20.96 = $0.00 OPERATOR(841) 0.00 X $25.36 = $0.00 OPERATOR OILER(103) 0,00 X $20.96 = $0.00 OA TECH 0.00 x $17.39 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $19.71 = $0.00 TEAMSTER 0.00 X $16.54 = $0.00 TOTAL FRINGES $333.90 (4) WORKERS COMPENSATION 4.70 % X LINE(2) $29.00 (s) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE(2) $23.75 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $2.47 (ay TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3,4.5.6,7,8&9 $1,052.34 (10) 20% x LINE(10) $210.47 (11) GRAND TOTAL LABOR LINES(10)+{11) $1,262.81 (12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D 4114 MATERIAL 109.05(b)(3k Purchased or Manufactured Description Quantity Unit Unit Price Extension S - S - 5 $ • S - S - S S • S - MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL: LINE(18)+(19) $0,00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION P220000150 2017 RAM Pickup $35.62 9,00 $320.58 EX15000001 CAT 314 Excavator $146.91 6.00 $881.46 CTLB901461 279 Skid Steer $92.30 3.00 $276.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking-Straight Time $130.00 6.00 $760.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 $0.06 TOTAL EQUIPMENT $1,478.94 (23) TOTAL TRUCKING $780.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $2,258.94 (26) 12% XUNE(26) $271.07 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $2,530.01 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT TOTAL SUBCONTRACT $0.00 (29) 7% x LINE(29) $0.00 (30) GRAD GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $0.00 (31) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12),(17),(22),(28)&(31) $3,792.82 (32) 0.36 %OF BOND RATE BASED UPON LINE(34) $13.65 (33) 10%x LINE(35) $1.37 (34) TOTAL EXTRA WORK LINES'.(34)+(35)+(36) $3,807.84 (35) UNITS 1.00 UNIT PRICE $3,807.84 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6123 Work Performed: Moffett Tree Landing Tree Installation CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Tree installation for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION _CARPENTER 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER 0.00 $28.90 $0.00 FOREMAN 0.00 $42.00 $0.00 LABORER 0.00 $28.40 $0.00 MECHANIC 0.00 $39.48 $0.00 OPERATOR(103) 0.00 $39.40 $0.00 _OPERATOR(841) 0.00 $39.35 $0.00 OPERATOR OILER(103) 0.00 $34.51 $0.00 QA TECH 0.00 $28.40 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $0.00 (2) FICA 7.50 % x LINE(2) $0.00 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $24.38 _ $0.00 CARPENTER FOREMAN 0.00 x $24.38 - $0.00 COMBINATION 0.00 x $17.39 = $0.00 FINISHER 0.00 x $17.39 = $0.00 FOREMAN 0.00 X $19.71 = $0.00 LABORER 0.00 x $17.39 = $0.00 MECHANIC 0.00 X $20.96 = $0.00 OPERATOR(103) 0.00 X $20.96 = $0.00 OPERATOR(841) 0.00 X $25.36 = $0.00 OPERATOR OILER(103) 0.00 x $20.96 = $0.00 CA TECH 0.00 x $17.39 = $0.00 SUPERINTENDENT/PROJECT MANA 0_00 X $19.71 = $0.00 TEAMSTER 0.00 x $16.54 - $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 4.70 % X LINE(2) $0.00 (5) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE(2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3,4,5,6,7,8&9 $0.00 (10) 20% x LINE(10) $0.00 (11) GRAND TOTAL LABOR LINES(10)+(11) $0.00 (12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D MATERIAL 109.05(b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extension $ S $ - 5 - $ - S - $ - S MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL: LINE(18)+(19) $0.00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS.LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION 50.00 $0.00 • $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Trucking-Straight Time $0.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 $0.00 TOTAL EQUIPMENT $0-00 (23) TOTAL TRUCKING $0.00 (24) FUEL.LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $0.00 (26) 12% X LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT Colonial Spirit Elm,4' $4,110.00 TOTAL SUBCONTRACT $4,110.00 (29) 7% x LINE(29) $287.70 (30) GRAF.GRANO TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $4,397.70 (31} TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12).(17),(22),(28)8,(31) $4,397.70 (32) 0.36 %OF BOND RATE BASED UPON LINE(34) $15.83 (33) 10%xLINE(35) $1.58 (34) TOTAL EXTRA WORK LINES:(34)+(35)+(36) __ __ $4,415.11 (35) • UNITS 3.00 UNIT PRICE $1,471.70 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6/23 Work Performed: Moffett Tree Landing Tree Installation CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Tree installation for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) I HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSON CARPENTER 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER 0.00 $28.90 $0.00 FOREMAN 0.00 $42.00 $0.00 LABORER 0.00 $28.40 $0.00 MECHANIC 0.00 $39.48 $0.001 OPERATOR(103) 0.00 $39.40 $0.00 OPERATOR(641) 0.00 $39.35 $0.00 OPERATOR OILER(103) 0.00 $34.51 $0.00 QA TECH 0.00 $28.40 $0.00 SUPERLNTENDENT1PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $0.00 (2) FICA 7.50 % x LINE(2) $0.00 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 X $24.38 = $0.00 CARPENTER FOREMAN 0.00 X $24.38 - $0.00 COMBINATION 0.00 x $17.39 = $0.00 FINISHER 0.00 x $17.39 = $0.00 FOREMAN 0.00 X $19.71 = $0.00 LABORER 0.00 x $17.39 = $0.00 MECHANIC 0.00 X $20.96 = $0.00 OPERATOR(103) 0.00 X $20.96 = $0.00 OPERATOR(841) 0.00 X $25.36 = $0.00 OPERATOR OILER(103) 0.00 X $20.96 = _ $0.00 QATECH 0_oo x $17.39 = $0.00 SUPERINTENDENT/PROJECT MAN 0 00 X $19.71 = $0.00 TEAMSTER 0.00 X $16.54 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 4.70 % X LINE(2) $0.00 (5) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE(2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (a) TRAVEL ALLOWANCE OR SUBSISTENCE{NOTE#3) $0.00 (9) TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10) 20% x LINE(10) $0.00(11) GRAND TOTAL LABOR LINES(10)+(11) $0.00(12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D ### MATERIAL 109.05(b)(3) Purchased or Manufactured Oescriptcon Quantity Unit Unit Pnce Extension _ 5 $ - $ $ - $ 3 - $ MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL: LINE(18)+(19) $0.00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment ft CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $0.00 Trucking-Straight Time S0.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $0.00 (26) 12% X LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT Excamation Plane Sycamore,3.5" $2,260.00 TOTAL SUBCONTRACT $2,260.00 (29) 7% x LINE(29) $158.20 (30) GRAD GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $2,418.20 (31) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12),(17),(22),(28)R(31) $2,418.20 (32) 0.36 %OF BOND RATE BASED UPON LINE(34) $8.71 (33) 10%x LINE(35) $0.87 (34) TOTAL EXTRA WORK LINES:(34)+(35)+(36) $2,427.78 (35) UNITS 2.00 UNIT PRICE $1,213.89 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RfLEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6/23 Work Performed: Moffett Tree Landing Tree Installation CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Tree installation for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) HOURS EMPLOYEE Regular Overtime Doubletime L TOTAL L RATE EXTENSION CARPENTER - 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER 0.00 $28.90 $0.00 FOREMAN 0.00 $42.00 $0.00 LABORER 0.00 $28.40 $0.00 MECHANIC 0.00 $39.48 $0.00 OPERATOR(103) 0.00 $39.40 $0.00 OPERATOR(841) 0.00 $39.35 $0.00 OPERATOR OILER(103) _ 0.00 $34.51 $0.00 OA TECH 0.00 $28.40 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $0.00 (2) FICA 7.50 % x LINE{2) $0.00 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 x $24.38 = $0.00 CARPENTER FOREMAN 0.00 x $24.38 = $0.00 -COMBINATION 0.00 X $17.39 = $0.00 FINISHER 0.00 X $17.39 = _ $0.00 FOREMAN 0.00 x $19.71 - $0.00 LABORER 0.00 x $17.39 = $0.00 MECHANIC 0.00 X $20.96 = $0.00 OPERATOR(103) 0.00 X $20.96 = $0.00 OPERATOR(841) 0.00 x $25.36 = $0.00 OPERATOR OILER(103) 0.00 X $20.96 - $0.00 OA TECH 0.00 X $17.39 = $0.00 SUPERINTENDENT/PROJECT MAN/ 0.00 x $19.71 = $0.00 TEAMSTER 0.00 x $16.54 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 4.70 % X LINE{2) $0.00 (5) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE{2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10) 20% x LINE(10) $0.00(11) GRAND TOTAL LABOR LINES{10)+(11) $0.00(12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D Ittftt MATERIAL 109.05(b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extension $ - $ $ - $ - $ - 5 - MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL LINE(18)+(19) $0.00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment f! CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION $000 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $0.00 $0.00 Trucking-Straight Time $0.00 $0.00 Trucking-Over Time $0.00 moo Trucking-Double Time $0.00 $000 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL.LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $0.00 (26) 12% X LINE(26) $0,00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(28)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRrPTION AMOUNT Fall Fiesta Maple,3.5" $4,005.00 TOTAL SUBCONTRACT $4,005.00 (29) 7% x LINE(29) $260.35 (30) GRAD GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $4,285.35 (31) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12),(17),(22),(28)&(31) $4,285.35 (32) 0.36 %OF BOND RATE BASED UPON LINE{34) $1 5.43 (33) 10%x LINE(35) $1.54 (34) TOTAL EXTRA WORK LINES:(34)+(35)+(36) $4,302.32 (35) UNITS 3.00 UNIT PRICE $1,434.11 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6/23 Work Performed: Moffett Tree Landing Tree Installation CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Tree installation for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) HOURS1 EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER _ 0.00 $28.90 $0.00 FOREMAN 0.00 $42.00 $0.00 LABORER 0.00 $28.40 $0.00 MECHANIC 0.00 $39.48 $0.00 OPERATOR(103) 0.00 $39.40 $0.00 OPERATOR(841) 0.00 $39.35 $0.00 OPERATOR OILER(103) 0.00 $34.51 $0.00 OA TECH 0.00 $28.40 $0.00. SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $0.00 (2) FICA 7.50 % x LINE(2) $0.00 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 x $24.38 = $0.00 CARPENTER FOREMAN 0.00 x $24.38 = $0.00 COMBINATION 0.00 X $17.39 = $0.00 FINISHER 0.00 x $17.39 = $0.00 FOREMAN 0.00 x $19.71 = $0.00 LABORER 0.00 X $17.39 = $0.00 MECHANIC 0.00 x $20.96 = $0.00 OPERATOR(103) 0.00 X $20.96 = $0.00 OPERATOR(841) 0.00 x $25.36 = $0.00 OPERATOR OILER(103) 0 00 X $20.96 = $0.00 OA TECH 0.00 X $17.39 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X $19.71 = $0.00 TEAMSTER 0.00 x $16.54 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 4.70 % X LINE(2) $0.00 (5) $0.00 (6) STATE UNEMPLOYMENT 3.85 % x LINE(2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3,4,5,6,7,8&9 $0.00(10) 20% x LINE(10) $0.00 (11) GRAND TOTAL LABOR LINES(10)+(11) $0.00 (12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D 444 MATERIAL 109.05(b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extension $ - $ • $ $ $ - $ - MATERIALS PURCHASED $0.00 (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL: LINE(18)+(19) $0.00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION $0.00 $0.00 $0 00 $0.00 $000 • $0.00 -- - -- $0.00 $0.00 SO-Do Trucking-Straight Time $0.00 $0.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0.00 $0.00 TOTAL EQUIPMENT $0.00 (23) TOTAL TRUCKING $0.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $0.00 (28) 12% X LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT Green Mountain Sugar Maple,4.5" $3.220.00 TOTAL SUBCONTRACT $3,220.00 (29) 7% x LINE(29) $225.90 {30) GRM.GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $3,445.40 (31) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12).(17),(22),(28)&(31) $3,445.40 (32) 0.36 % BOND RATE BASED UPON LINE(34) $12.40 (33) 1D%x LINE(35) $1.24 (34) TOTAL EXTRA WORK LINES:(34)+(35)+(36) $3,459.04 (35) UNITS 2.00 UNIT PRICE $1,729.52 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 3/6123 Work Performed: Moffett Tree Landing Tree Installation CONTRACT: 20-ENG-01 PROJECT: 20-ENG-01 -Smoky Row FORCE ACCOUNT/EXTRA WORK FOR: Tree installation for the Moffett Tree Landing at the Monon Trail LABOR 109.05(b)(1) HOURS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $30.81 $0.00 CARPENTER FOREMAN 0.00 $32.81 $0.00 COMBINATION 0.00 $32.76 $0.00 FINISHER 0.00 $28.90 $0.00 FOREMAN 0.00 $42.00 $0.00 LABORER 0.00 $28.40 $0.00 MECHANIC 0.00 $39.48 $0.00 OPERATOR(103) 0.00 $39.40 $0.00 OPERATOR(841) 0.00 $39.35 $0.00 OPERATOR OILER(103) 0.00 $34.51 $0.00 CIA TECH 0.00 $28.40 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $52.00 $0.00 TEAMSTER 0.00 $33.77 $0.00 TOTAL LABOR $0.00 (2) FICA 7.50 % x LINE(2) $0.00 (3) FRINGES EMPLOYEE HOURS RATE EXTENSION CARPENTER 0.00 x $24.38 = $0.00 CARPENTER FOREMAN 0.00 x $24.38 = $0.00 COMBINATION 0.00 x $17.39 = $0.00 FINISHER 0.00 X $17.39 = $0.00 FOREMAN 0.00 X $19.71 = $0.00 LABORER 0_00 X $17.39 = $0.00 • MECHANIC _ 0.00 x $20.96 = $0.00 OPERATOR(103) 0.00 X $20.96 = $0.00 OPERATOR(841) 0.00 x $25.36 - $0.00 OPERATOR OILER(103) 0.00 X $20.96 = $0.00 QA TECH 0.00 x $17.39 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 x $19.71 - $0.00 TEAMSTER 0.00 x $16.54 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 4.70 % X LINE(2) $0.00 (5) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE(2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9) TOTAL LINES 2,3,4,5,6,7,8&9 $0.00 (10) 20% x LINE(10) $0.00 (11) GRAND TOTAL LABOR LINES(10)+(11) $0.00 (12) Page 1 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D MATERIAL 109.05(b)(3) Purchased or Manufactured Desumuon Quantity Unit Unit Price Extension 5 S 5 5 5 S - S - S - S - MATERIALS PURCHASED MOD (18) MATERIALS MANUFACTURED $0.00 (19) 2 TOTAL: LINE(18)+09) $0.00 (20) 4 12% x LINE(20) $0.00 (21) GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22) 2 EQUIPMENT 109.05(b)(4) Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION S0.00 50.00 5000 50.00 50.00 50.00 50.00 50.00 saw Trucking-Straight Time $0-00 50.00 Trucking-Over Time $0.00 $0.00 Trucking-Double Time $0,00 S0.00 TOTAL EQUIPMENT MOO (23) TOTAL TRUCKING $0.00 (24) FUEL,LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25) TOTAL LINES(23)+(24)+(25) $0.00 (26) 12% X LINE(26) $0.00 (27) GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) MOD (28) SUBCONTRACTORS 109.05(b)(6) DESCRIPTION AMOUNT Hardwood Mulch $200.00 TOTAL SUBCONTRACT $200.00 (29) 7% x LINE(29) $14.00 (30) GRAD GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $214.00 (31) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES(12),(17),(22),(28)&(31) $214.00 (32) 0.36 %OF BOND RATE BASED UPON LINE(34) $0.77 (33) 10%x LINE(35) $0.08 (34) TOTAL EXTRA WORK LINES:(34)+(35)+(36) $214.85 (35) UNITS 2.00 UNIT PRICE $107.42 Page 2 of 2 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D 4 ILO' www rierhrrley.com -�rrr.F Ene.t.Hfl TU i" Field Work Order I3I Job Number: a Date Issued: a�=_ 7 L Owner Job Number: 1 (, . S it) 1"1 Address: Son0rC Y Row IZ f1 , Job Name: 1n ri t.)O N TRRRt-. I?)RI-r7 Cs$ Rieth-Riley is hereby authorized to perform the following described work and charge to the above mentioned owner: A p 4_14 r F + ltr\ Tn_I t C 1._5;\rk�} e r ? g.tLEF'T • Trade Peg Hrs OT Hrs Fmfe a 6 fah r.cr Equipment Quantity Hours Used Hours Idle • £xcavr~tor I t F,`ckap f--rvck l t Ovrie +rink l Material/Sub Qty This work shalt be on a time and material basis to which will be added all applicable taxes, insurance, fringe benefits, travel pay (per diem), expendable item charge, overhead and profit. Work Supervised By: Work Ordered By: Rielh-Riley Construction Owner/Own is Signed by: / Z-/5—Z3 Signed by: [A,_ r` f Tile: Title: ON. -dr .parr� DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D v 'av 1Ire TH. ILEY `$ R wwir_ri(?thrifep.rom '14h-Fiil Field Work Order Job Number: 32- C)O9 2-O Date Issued: Z-(y-2.3 Owner Job Number: Address: Job Name: Sr>oke)/ ROW' 8d Rielh-Riley is hereby authorized to perform the following described work and charge to the above mentioned owner: ReYriou ' b 3' cc Pen4< on t-tie fflocce ft Pi-oper,-y q'1 *A Sov_�k wcs - Carner. O4 *he Nlohoh 1)r1016 �. Trade Reg Hrs OT Hrs Foreman 2t.c+-171- 3 Icihurcc Equipment Quantity Hours Used Hours Idle 274? ckiI5/-ee/ J 3 plic.kcvp -vck ) 3 Material/Sub Qty This work shall be on a time and material basis 10 which will be added all applicable lazes, insurance, fringe benefits, travel pay (per diem), expendable Item charge, overhead and profit. Work Supervised By: Work Ordered By: Rieth-Riley Construction Owner/Owner' Re Signed by: /U -- Signed by: 3 Tillo: Fo% trah__ Ti1{e: G� v DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D jj.oudebush Grading, Inc 17155 Harge.r Court_ obles�ilie, I`+i 46060 Phone: 317-770-9970 • Fax: 317-770 6636 Proposal Submitted To: Job Name Smoky Row Rd. 20-ENG-01 C.O. 4 Rieth-Riley Location Carmel Phone Date 3/3/23 Fax Revisions quantities provided Attention Brandon Weinkauf Estimated By: Gregg Lecher 317-710-8777 Line Item Description Quantity Unit Unit Price Total 1 Colonial Spirit Elm, 4" 3 EA $1,370.00 $ 4,110.00 2 Excamation Plane Sycamore, 3.5" 2 EA $1,130.00 $ 2,260.00 3 Fall Fiesta Maple, 3.5" 3 EA $1,335.00 $ 4,005.00 4 Green Mountain Sugar Maple, 4.5" 2 EA $1,610.00 $ 3,220.00 5 Hardwood Mulch 2 CY $ 100.00 $ 200.00 $ $ TOTAL $13,795.00 Special Conditions 1 !Topsoil and topsoil placement has been excluded from this proposal. 2 Proposal based on work being performed within a standard Monday through Friday work week. 3 Soil testing,organic, and inorganic soil amendments have been excluded from this proposal. 4 Landscape material includes a one time warranty for one year from the date of install. 5 Watering of trees is excluded from this proposal. Watering can be done on a time&material basis. 6 Proposal is based off of trees spec'd being available at the time of installation. 7 Proposal includes 1 mobilization. 8 Traffic Control has been excluded from this proposal. 9 Quantities provided by Brian Weinfauf. Invoicing shall be based on actual installed quantities at the unit price shown. 10 Proposal excludes all bonding and railroad protective liability insurance. 11 Proposal is bid as a complete package. Pricing is subject to change if line items are deleted from this proposal. 12 Proposal excludes private utility locates. Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days. Authorized Agent Signature and Printed Name Date DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D EquipmentWatch_ www.equipriernwaten.com All prices shown in US dollars($) Adjustments for P22-150 in All Saved Models March 8,2023 Dodge 2500 On-Highway Light Duty Trucks Size Class: 300 hp&Over Weight: N/A Configuration for 2500 Axle Configuration 4.0 x 2.0 Cab Type Conventional Horsepower 383.0 hp Power Mode Gasoline Ton Rating 3.0/4.0 Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate*' Costs monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$925.00 USD$260.00 USD$65.00 USD$10.00 USD$30.40 USD$35.66 Adjustments Region(Indiana: 100.1%) USD$0.93 USD$0.26 USD$0.06 USD$0.01 Model Year(2017:99.29%) (USD$6.58) (USD$1.85) (USD$0.46) (USD$0.07) Adjusted Hourly Ownership - - - - COSI(100%) Hourly Operating Cost(100%) - Total: USD$919.35 USD$258.41 USD$64.60 USD$9.94 USD$30.40 USD$35.62 Non-Active Use Rates Hourly Standby Rate USD$2.61 Idling Rate USD$30.94 Rate Element Allocation Element Percentage Value Depreciation(ownership) 57% USD$527.25/mo Overhaul(ownership) 23% USD$212.75/mo CFC(ownership) 8% USD$74.00lmo Indirect(ownership) 12% USD$111.00Imo Fuel(operating)@ USD 3.53 85% USD$25.72/hr Revised Date:1st quarter 2023 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for LYNETTE R SINGLETON (Isingleton@rieth-riley.com) All material herein©2003-2023 Randall-Reilly All rights reserved.Page 1 of 1 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D '`' EquipmentWatch,. www-equipmentwalch corn All prices shown in US dollars($) Adjustments for EX15-01 in All Saved Models March 8,2023 Caterpillar 314ELCR(disc.2016) ,, Crawler Mounted Hydraulic Excavators ' - PrO ,I 1411 Size Class: � Y 14.5-16.4 mt Weight: N/A Configuration for 314ELCR(disc.2016) Bucket Capacity 0.7 cu yd Horsepower 69 hp Operating Weight 33070 lbs Power Made Diesel Blue Book Rates *"FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate" Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$15,925.00 USD$4,460,00 USD$1,115.00 USD$170.00 USD$58.65 USD$149.13 Adjustments Region(Indiana: 99.2%) (USD$127.40) (USD$35.68) (USD$8.92) (USD$1.36) Model Year(2013,98.33%) (USD$263.10) (USD$73.69) (USD$18.42) (USD$2.81) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$15,534,50 USD$4,350.63 USD$1,087.66 USD$165.83 USD$58.65 USD$146.91 Non-Active Use Rates Hourly Standby Rate USD$44.13 Idling Rate USD$97-36 Rate Element Allocation Element Percentage Value Depreciation(ownership) 34% USD$5,414.501mo Overhaul(ownership) 44% USD$7,007-001mo CPC(ownership) 12% USD$1,911.001mo Indirect(ownership) 10% USD$1,592.50/mo Fuel(operating)©USD 5.14 16% USD$9.10/hr Revised Date:1st quarter 2023 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for LYNETTE R SINGLETON (Isingleton@rieth-riiey.com) All material herein©2003-2023 Randall-Reilly All rights reserved.Page 1 of 1 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D EquipmentWatch.. www.eq u i pm en tw at ch.corn All prices shown in US dollars($) Adjustments for CTLB9O1461 in All Saved Models March 8,2023 Caterpillar 279D3 Compact Track Loaders thiT i iir'P Size Class: � -' e - I 2,201-2,500 lbs #l Weight: t NIA Configuration for 279D3 Operator Protection ROPSIFOPS Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate" Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$9,905-00 USD$2,775.00 USD$695.00 USD S105.00 USD$35.60 USD$92.88 Adjustments Region(Indiana: 99.1%) (USD$89.14) (USD$24.98) (USD$6.26) (USD$0.94) Model Year(2020:99.88%) (USD$11.86) (USD$3-32) (USD$0.83) (USD$0.13) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$9,804.00 USD$2,746.70 USD$687.91 USD$103.93 USD S36.60 USD$92.30 Non-Active Use Rates Hourly Standby Rate USD$27.85 Idling Rate USD$69.57 Rate Element Allocation Element Percentage Value Depreciation(ownership) 20% USD$1,981.00/mo Overhaul(ownership) 55% USD$5,447.75/mo CFC(ownership) 10% USD$990.50/mo Indirect(ownership) 15% USD$1,485.75/mo Fuel(operating)Q USD 5.14 38% USD$13.87/hr Revised Date:1st quarter 2023 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for LYNETTE R SINGLETON (Isingleton@rieth-riley.com) All material herein O 2003-2023 Randall-Reilly All rights reserved.Page 1 of 1 DocuSign Envelope ID:3717C19A-663A-4ADO-AF36-36AF52C04B9D • i; I I. i ----mil I' , I CQ I W i _ ..--..__ 1 ' � �� r:l I. ..... .__ _. .__.._._.„,__._._.______.,_.__ 0 I ZS.. I : ~ . hl II ii ii II II If II II _ 'r" -.r 1 'y 1 �� .{ b W I. !- } i. E Q • s , . -- M F h v 1. U Ir +; a ....., ijir) . • f c I-- II 1.1 - . i 0 . 0 PI l t. , iV t � r, Q e Ui 7 ' �G u.j Q• ° L' o rN I- 1 J N� >.! ,� ,, E z ! 1 IA ': p,/ t"I :5 L Lti i t i _c I C/) x a ` .l 0 M ,; . u 1=':. o U i i. �. ` 1 I r V U IJ p �' f 1-- I H - • co� 0.,I. C4 IY 1 W A Fe. . v A 1 r —11 Ch 1 --� � _ ._ _._ _,.._ —w. o I f. I IQ] F a t1 IC LLl v, C i % ��o r — 2 \\,,,, r- 4 -, } .y — r I r'-, -I In .,; 1 :r s — e I r'i -r hn .p r l., '� _ c4 +1 ir, i i I li ! 1