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Home My WebLink AboutCrider & Crider/Eng/CO #1 Final/-278,335.72/4th Street SW – 1st Avenue SW to Monon – Project #16-ENG-31ACity of Carmel Project 16 -ENG -31A 4th Street SW — 1St Avenue SW to Monon Boulevard - Construction FINAL CHANGE ORDER Change order adjusts final quantities for the contract. Contract Price prior to this Change Order $1,467.000.00 Contract Price will be decreased by this Change Order $278,335.72 ------------------------------------------------------------------------------------- New Contract Price including this Change Order $1,188,664.28 Contract Price Cumulative % Change from Original Contract Original Contract $1,467,000.00 N/A Final Change Order $278,335.72 Decrease by 19% Adjusted Amount $1,188,664.28 Page 1 of 5 CITY OF CARMEL TO Crider and Crider 4806 W. 86th Street Indianapolis, IN 46268 1. You are directed to make the following changes in this Contract: CONTRACT CHANGE ORDER NO.: Final DATE: 12/11/2017 PROJECT NAME: CITY REQ. NO.: CITY PO NO.: CITY PO DATE: 4th Street SW 34307 10/5/2016 Add additional items and adjust/balance existing items due to modifications in the field and requests from Carmel t'rilin Departments. Changed subgrade treatment type to accommodate soil type. SCHEDULED ADJUSTMENT ITEM AMOUNT tll OR f -) DAYS • See detail of items and summary of changed costs in attached exhibit. TOTAL OF CIIANGE ORDER ITEMS II. l'he following referenced Documents further describe the changes outlined in Paragraph I. and are to be considered a pan of this Change Order: R.F.P.: n/a W.D.C. NO.: n/a Other By Request from the City of Carmel per Progress mectir(g minutes and proposals included herein The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $1.467.000.00 Contract Price will be decreased by this Change Order tS278 335]21 New Contract Price including this Change Order $1,188.664.28 Contract Time prior to this Change Order 192 Days 4/1512017 Completion Date Net increased resulting from this Change Order 181 Days Current Contract Time including this Change Order 181 10/13/2017 Completion Date • 331 days is completion date of October 13, 2017 for Landscape and Final Completion. 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 Recommended The Above Changes Are Accepted OSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove. IN 46107 City Statr'7,ip By: (2 L- yYe�.ehZ Phone: 317-780-1555 Date: 12/1112017 Crider and Crider CONTRACTOR 4806 W. 86th Street Address Indianapolis, IN 46268 City/State/Zi p By: P ne: 3 R Date: I L 13 li I IF Approved CFFY OF CARNLEL. 4th Street SVS' CHANGE ORDER FINAL TABLE hem Number Deicnpnon Unit Unit Price Original Ouantity Original Amount Final QuanotV Fatal Amount Over/Under 3 C.mmonE-atme CYS $25.00 1450 $36,250.00 2000 550.000.00 513.750.00 4 Tmporarytrier pmtc_m- EA SIS0.00 12 51,800.00 0 $0.00 (5180000) s2 EA 1100.00 2 $200-00 1 $100.00 ($t00.00; 5.bs1.de Treat -i. Typt 18 SYS $15.00 808 512.120-00 0 50.00 (S12.120.00) F Snvttutat BackrKI, 1 CYS $35.00 1630 $57.050.00 577.1 520.198.50 (536851 501 C-WedAggrrgac ,%, -:3 Rase TON $40.00 482 $19,280.00 764.53 S30.581.20 $11,301-20 Mdiinit ASp1141t Li IN. SYS $8.00 167 $1,336.00 0 50.00 S1.336 00) HMA 2.?O.Sunace_9.S mm TON $79.00 67 S5,293.00 61.06 S4 823 74 E - 5460 25) ,H+da. 270, Ietermtmate. 19.0 mm TON S64A0 89 55.696.00 80,62 55,159.68 _- H+dA26t,Rase. 2S.Gmm TON 556.00 135 57,560.00 120.87 $6.7b8]2 - 14 Bikelt .kConcMePads- SYS 550.00 55 $3.300.00 56.3 $3.378.00 $78.00 75 Bike0.xis EA i500.00 24 $12,000.00 16 $8.000.00 (Sz'.__'" " 16 SubgradeTreawent Type P SYS SIS OO 55 S825.00 0 $0.00 ;S- 17 Si4eualk Conmett 4' SYS $42.00 1083 545,486.00 453.61 $19,051.62 (S26 434 :"8'. 19 Curb PL p,Centrete SYS 5135.00 57 $7,695.00 15.7 $2.119.50 f5$.575.50) Cktembie Wxning5urfatts SYS $125.00 1: $1,500.00 0 50.00 (51.500.00) 21 CurbandGutw,Coernte,Tvpeil LFT $20.00 1 625 $12,500.00 550 $11,000.00 ($1 Soo 00) 22 CombintilDepressedCurb and Gutter LFT 121.00 96 $2.016.00 0 $0.00 52,016.00) 23 CorrreteCommemi 00-Approa:=. SYS $70.00 83 $5,810.00 80.84 S6,658.80 5151.20) 24 Mobiliiatien aid tiemobRltat+e-':,r LS SSMOO i 5$00.00 0 $0.00 S'1 -v'.00) 25 Amtnded landw-A v SeR rn.' • *' -; '" CYS 530.00 300 59,000.00 0 $0.00 '- 00) 26 Water kGAL $250.00 2 $500.00 0 $0.00 =" 00) 27 3'Detid-%T'ee EA $415,00 ! 9 S3,735.00 0 50.00 110 0) 28 Oetid.o Sh ub EA $70.00 99 $6,930.00 0 $0.00 56 9330 00) 29 Perennial EA $18-00 140 $2.620.00 0 $0.00 (52.520.00) 3u orrumentatGraasez EA $30,00 1$ 51,440.00 0 $0.00 (S1440.00) 31 H-J-dhtukh LYS 575.00. 83 $6,22500 0 $0.00 055.225.00) 32 WWashedRiuw;t-k t'YS 1 1100.00 1 21 $2.100.00 27.3 $2,730.00 $630.00 33 V-it`RiackSteelEdpi g-1i,12`stakes LFT $30.00 251 0 (5750 00) 34 Gentesadt Under Washed River R -k SYS 52.50 200 $500"00 1 164.24 $410,60 (589.40) 37 9,PvCSaniarymain LFT $40.00 465 $18,600.00 456 518,640.00 540.00 38 Compacted AggregateRatk(8i-Se-,Main Ttenth LFT $40.00 465 $18.600.00 466 $18,640.00 $40.00 39 Sanitary 0-aoutT)W2 EA $600.00 2 S1,200.00 3 51,800.00 5600.00 41 6'PVCSanitary Ut ra)Pgte 1,Fr $35.00 90 $3.150.00 93 $3,255.00 $105.00 42 Campacted Aggregate Baddill - se.,<r tn.-.;; - . - - 1,1717 1 MAO 90 $3,150.00 93 53,25500 $105.00 44 12'DIWaterMann LFT 18000 1 465 $37,200.00 444 535520.00 (51,680.00) 45 CompxtedAggregatefl akilq - Water Mair:--=--:= LFT $25.00 465 $11,625.00 444 $11,100.00 (5525.001 47 trx6-ArtchorTe. -1h,I'Gatetiaiv° FA 13,500.00 2 57,000.00 3 S10,500A0 $3.500.00 49 F-HydrantAssemb;r EA S13CA00 2 59000.00 1 54.500,00 ($-A.500 00) 50 6'P)FireMain LFT $45.00 90 $4.050.00 76.5 $3442.50 (55077.50) 51 Compacted Aggregate 8ack'iD-Fire MainTmrth LFT 520.00 90 $1,800.60 76.5 $1,530.00 k$27000) 52 rtV-Semettr-e LFT SSO.00 30 $1.500. GO 35 $1.750"00 5250.00 53 Postird"orvalve .F-ProwtionFA 51500.00 2 53.060.00 1 51,500.00 151500.00) Si Cableinterdurt LFr 525.00 640 $15 000 00 0 $0.00 (516,000.001 56 lViChedulf80PVC Condait LFT 515.00 1 630 $945000 595 $8,925.00 1552500) 57 EiiMkatConnettwntoCiryP-er EA 12300.+`4 i 1 $2,500.00 0 $0.00 1:25"0.001 58 S-1-PmLType it- Modi(red EA 16,900.10 1 $6.900.00 0 $0.00 (c -C 00) S9 Handwe,C hong EA $1.200.00 4 54,800.00 0 $0.00 c Oi 60 tight Standard, Pole. Fbetureand Bast,Otmntke EA 58.100.00 41 S32.4C^C': 0 $0.00 fs-" " 61 Light standard, Foundation EA S1,4C0.00 4 $5.50-0.00 0 $0.00 62 Coaduit.SteeLGarvanued,4• LFT 139.00 1330 $51,870.00 40 $1,550.00 63 Wire.Nw3Opper.VCinPlaate0uctin7nneb LFT $32.00 750 $24,000.00 0 $0.00 64 IT-- Therm gyas[n:, Sint, tine, 241N, LFI $50.00 24 $1,200.00 0 $0.00 ($1.200.00) 65 TraosverseMarking. Thermaptastu.Cratt.tatIcLines.121K 1.171' 125.00 25 $625-00 12.5 $312.50 (5312'_01 66 1 LFT $7.50 625 $4,687.50 449 $3,367.50 (St320.00) CITY OF CARMEL 4th Strut SW CHANGE ORDER FINAL TABLE Item %uTner 0ascnpkbr. Unit Unit Price Original Ouantity Original Amount Final Quanity Final Amount Over/Under NoasrevrnFill, FabrxImU•nderdmin SYS 51.00 455 $455.00 313.23 $313.23 ($14177) 68 apprepat.Backfill for Underdrain CYS $45.00 115 SS•175.00 37.62 $1,692.90 1$3482.10) 69 1, acP pm LFT 535.00 95 $3.325.00 82 $2.870.00 ($455001 70 te_ RCP Pipe LFT $40.00 126 $5,040.00 124.5 $4.980.00 t56000j 71 1 lot-RCPPipr LFT $45.00 1 175 $7,875.00 173.5 $7,807.50 ±567.50) 72 Z3'RCPPips LFT 555.00 187 $10.285.00 175.5 S9152.50 ;5632.501 �? 24'RCP Pip. LFT 560.00 33 $1.980.00 29 51.740.00 15240.00) 71 30"RCPPpe LFT 570.00 10 $700.00 6.5 $455.00 5245.001 12' SPR PVC rl- P.P. LFT S31S.00 200 $7,000.00 23.75 $831.25 S6 168.75) 76 Storm ScherCieaneuts.Typ.2 EA 5850.00 6 $5.100.00 0 50.00 155.10000; 78 1VTid.M.Ch.ckVINsinIS'Pip. EA $2.000.00 1 52,000.00 0 $0.00 ;52.000.00} 89 GranulacFill Over Onde mMretentionBssin LYS 1 $35.00 1200 542.000.00 400 $14.000.00 (S28.000.00) 90 c-eteSaddie.waters-rcrassinp EA 5350.00 6 52,100.00 2 $700.00 (51,400.001 91 Temporary Pipe. 15' HDPE LFT $10.00 140 $1400.00 0 50.00 'Sl 400,001 92 Tempararystarmstru tore EA $3,000.00 2 52 000.00 50,00 S200000) 95 jr mt bani,-ai Pips Ptug EA SIS0.00 1 $150.00 0 S000 +5150,001 98 Sitnagr.Prd.srrianCrossingSip Posta-,,f daao-. EA 51.500.04 1 2 $3.000.00 0 50.00 S, DOD 00) 99 Type 4SvbpradeStAxIlzatmn SYS $22.50 0 $0,00 615.22 $13,842.45 513.842.45 100. 1-vmrtronFrxe75tornTr:- LFT S3.1S 0 $000 500 $1.575.00 $1,575.00 H31 F-44ydra tm".b; :: FA $4.806.09 0 $0.00 1 $A 806,C9 $4.806.09 102 Or. er Eauipmenc IS SH 230 ,00 5^ 0S $8.230.00 $8.230.00 TOTAL OF CHANGE ORDER ITEMS -5278.335.72 ORIGINAL CONTRACT PRICE S1,467,000,00 CHANGE ORDER #1 -$278.335.72 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS 51 188 664,28 CITY OF CARMEL 4th Street SW Exhibit A You have been directed to make the following ch;I11'.eN in thi. ('ontracr: ITEM F NO DESCRIPTION REASON FOR CHANGE 3 Common Excavation added quantities due to sols shaven up on-site between r!d and NTP. 4 Temporary inlet Protection adjusted to balance original quantities versus actual quantities used for or -nal items 5 Concrete Washout Area adjusted to balance original quantities versus actual qu anw,ies used for or mal items 7 Subgrade Treatment, Type IB eliminated the Oce 113 and replaced with Type IV due to u" conflicts 8 Structural Backfill. 1 adjusted to balance orignal quantities versus actual quantities used for original items 9 Compacted Aggregate, No. 53, Base adjusted to balance oncimai quantities versus actual quantifies used for original items 10 Milling, Asphalt. LS 1%" milting asphalt was eliminated from this contract 11 HMA, 2, 70, Surface, 9.S mm adjusted to balance orgrial quantities versus actual quantities used for original items 12 HMA, 2.70. Intermediate, 14.0 men adjusted to balance original quantities versus actual quantities used for orlilmal items 13 AVIA, 2, 64, Base, 25.0 men adjusted to balance original quantities versus actual quantities used for taiapnai items 14 Bike Back Concrete Pads, 6' adjusted to balance orkprial quantities versus actual quantities used for original items 15 Bike Racks adjusted to balance original quantities versus actual quantities used for orgmai Nems 16 Subgrade Treatment. Type It adjusted to balance original quantities versus actaal quantities used for oNnal gems 17 Sidewalk, Concrete, 4" adjusted to balance original quantities versus actual quantities used for original items 19 Curb Ramp. Concrete adjusted to balance 069,nal quantities versus actual quantities used for original items 20 IDetectable Warning Surfaces adjusted to balance original quantities versus actual quantities used for ongmai hems 21 Curb and Gutter, Concrete. Type 11 adjusted to balance original quantities versus actual quantities used for original de -s_ 22 Combined Depressed Curb and Gutter adjusted to balance original quantities versus actual quantiles used for original gems 23 Concrete Commercial Drive Approach adjusted to balance ongmai quantities versus actual quantities used for original Nems 24 Mobilization and DemobNization fortandsapirg landscaping was eliminated from the contract 25 Amended Undscape Soil for Planting Beds landscaping was eliminated from the contract 26 Water landscaping was eliminated from the contract 27 3" Deciduous Tree landscaping was eliminated from iha rantna 28 Deciduous Shrub landscaping was eliminated from the contract 29 Perennial landscaping was eliminated from the contract 30 Ornamental Grasses landscaping was eliminated from the contract 31 hardwood Mulch landscaping was eliminated from the contract 32 N' Washed River Rock adjusted to balance original quantlies versus actual quantities used for original Nems 33 4' - A. Black Steel Edging with 12* stakes ad;usied to balance ongmai quantities versus actual quantities used for onpnai items 34 Geatexale Under Washed River Rock adjusted to balance original quantities versus actual quantities used for original lams 37 8'PVC Sanitary Main adjusted to balance original quantities versus actual quantities used for original gems 38 Compacted Aggregate Backfill -Sewer blain Trench adjusted to balance onginai quantities versus actual quantities used for original items 39 Sanitary Cleanout. Type 2 adjusted to balance original quantities versus actual uantit�es a seo for original items 41 6" PVC Sanitary Lateral Pipe adjusted to balance original quantities versus actual quantines used for orginal items 42 Compacted Aggregate Backfill - Sewer lateral Trench adjusted to balance original quantities versus actual quantities used for ongrnal items 44 12" DI Water Main adjusted to balance original quantities versus actual quantities used for original lams 45 Compacted Aggregate Backfill - Water Main Trench adjusted to balance original quantities versus actual quantifies used for original Mems 47 12-x 6'AnchorTee with 60 Gate Valve adjusted to balance "mal quantities versus actual quantities used for original Nems 49 Fire Hydrant Assembly adjusted to balance original quantities versus actual quantities used for "nalitems 50 6" DI Fire Main adjusted to balance original quantl�es versus actual quantities used for original items 51 Compacted Aggregate Backfill - Fire Main Trench adjusted to balance original quantities versus actual quantities used for original Nems Paoe 4 CITY OF CARMEL 4th Street SW Exhibit A %'on have been directed to make the following changes in this Contract: ITEM No DESCRIPTION REASON FOR CHANGE S2 !' water Se« adjusted to balance original quantities versus actual quantities used for original gems 53 Post Indicator t'ahe. Fire Proteccic- z _:osted to balance ongtrial quantities versus actual quantities used for original gems 5S Cable Interduct adjusted to balance"trial quantities versus actual uentries; used for original gems S6 4 -Schedule 80 PVC Conduit adjusted to balance onginal quantites versus actual quantiles used for ong7ral items 57 Electrical Connection to City Powe- eor haled from the cratracc 58 Service Point, Type It, Modified etmtnated from the contract 59 Handhole, Lighting et=minated from the contract 60 Lighr Standard, Pel«, F;rture:rd Ra, :' eliminated from the contract 61 1 Light Standard.Fr.0-,t ::-: eiminatedfrom the cort�act 62 Conduit. Steel, Galvanized, 4' adjusted to balance original quantities versus actual quantities used for original gems 63 Wire, No. 3 Copper, t JC in Plastic GrIr, 1, eliminated from the contract 64 Transverse Marking. Thermoplastic. Stop line. 24IN. eliminated from the contract 65 Transverse Marking, Thermoplastic, Crosswalk Lines, I % J.djusted to balance oa xiai quantities versus actual quantities used for original gems 66 b" Curb Underdnin adjusted to balance iinggial Quantities versus actual quantities used for onVal gems 67 Nonwoven Filter Fabric for Und-rdrain adjusted to balance original quantities versus actual quan<tit es used for original gems 68 Aggregate Backfill for Underd-a - adjusted to balance original quantities versus actual quantities used for o " al gems 69 U- RCP Pipe adjusted to balance original quantities versus actual quantities used for o " al items 70 IS- RCP Npe adjusted to balance onoal quantities versus actual quantities used for ` ' al gems 71 1R" RCP Pipe adjusted to balance original quantities versus actual quantities used for original gems 72 21- RCP Pipe adjusted to balance original quantities versus actual quantities used for o ' ' al items 73 24" RCP Npc adjusted to balance original quantities versus actual quantities used for original items 74 30" RCP Pipe adjusted to balance original quantities versus actual quantities used for odglnal items 7S 12- SDR PVC Drain Pipe adjusted to balance ontimai quantities versus actual quantities used for original gems 76 Storm Sewer Cleanouts, Type 2 adjusted to balance or: !nal quantit es versus actual quantities used for ori nal gems 78 15" TideFlex Check Valve in 1 S" Pipe adjusted to balarce original quantities versus actual quantities used for original items $9 Granular Fill Over Underground Detenunn ba<i- adjusted to balance original quantities versus actual quantities used for original gems 90 Concrete Saddle, Water Sesser Gassim¢ adjusted to balance original quantities versus actual quantities used for original gems 91 Temporary Pipe, 15"HC1F. I aan sled to balance original quantities versus actual g quantities used for o' nal gems 92 Temporary Storm Structure adjusted to balance original quantities vers•.is actual quantities used for original gems 95 12" Mechanical Pipe Plug adjusted to balance original quantities versus actual quantifies used for original items 9$ Isignage. Pedestrian Crossing, Sipe Post and Foundation adjusted to balance "trial quantities versus actual quantities used for original gems 99 Type 4 Subgrade Stabilization adjusted to balance original quantities versus actual quantities used for original hems 100 Construction Fence(StormTrap added to the contract due to contract being extended through 2017, 101 6' Fre Hydrant Assembly/18' Extension added to replace inilal ire hydrant due to conflict with storm sewer 102 Office Equipment added to the contrail. Page 5