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HomeMy WebLinkAboutCedar_Valley_Corporation_-_CO__3_Cont._No._1116_-_6.2.2-25 Docusign Envelope ID:01103EED-CIAO-4BA5-BO38-OC40EB96CC3F CITY OF WATERLOO,IOWA CHANGE or EXTRA WORK ORDER NO. 3 PROJECT:F.Y.2025 E./ W.SAN MARNAN DR RECONSTRUCTION PROJECT, CONTRACT NO.1116 Date Prepared: 5/28/2025 AMOUNT: $ 699,046.89 Increase TO: CEDAR VALLEY CORP. Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated 03/17/2025. A. Description of change to be made or extra work to be done: 1. Increase of existing line items for the extension of the road project to include the area from Bankers Blvd to Ansborough Ave. B. Reason for ordering change or extra work: The Bid received was lower than expected.The extension of the reconstruction of W.San Marnan Dr to Ansborough Ave is advantageous.No extra detours or stages will be needed to extend the reconstruction. C. Settlement for cost of work to be made as follows: 1. See attached spreadsheet for the items to be increased.Items that are increased will be BOLD. Total Net Increase $699,046.89 CI T �� �E6,O0 BY: avdlln, Rof 6/2/2025 CEDAR VALLEY CORP. g�&78nnc8449.. Date CONTRAC OR BY: Date ,ATT]ESTibned by: 6/2/2025 PRINTED NAME:,Vtf /O� ,u.✓ ^ b�kEoeaeaaF... Date TITLE: tC,-d 10&yrl&gf2 APPROVED: 5/30/2025 y Engineer Date Docusign Envelope ID:01103EED-C1AO-4BA5-8038-OC40EB96CC3F FY,TUS E.f W-SAN MAR NAN OR RECORSTROCTION PROTECT CONImACT NO] Ii WV=N 1-ROADWAY CONMWCnaN-CHANGE ORDER ri BID REM OESCRWTION UNR OFGHIALCUY ADDITIONAL TOTAL PROIECT UNfT81DPAICE FOTAL IMCE75E %INCREASE 57AGE3Civ QUANTITY BID PRICE ams1m 7. 1 TOPSOIL,►INCHES ONSITE SY 75410.0 529510 70705-9 5 1.90 S 5,795.07 20.8% 2 TOP5CHL a INCHES,OFFSITE SY 615440 L 801A 10,15LO S 3.50 $ EXAM 21.1% 1 OICAVATION,CLASS 10.kDADWAT ANp BORROW CY 585.0 2.0 587.0 $ 8.70 $ 16.07 0.3% a UWAVATIO C1A%10 WASTE CY 14,475-9 677.0 Is 150-9 $ 11.50 S 7.765.50 4.7% 5 EXCAVATION.CLASS 10,6ELOW GRADE CY 2,2m 1aLD 1,360.0 $ 11.50 5 I 17100 4.5% 6 $uBGRADEPREPARATFOH SY 61,740.0 Sg751.D 71.99LO S 0.90 $ 972$.90 16.6% 7 5116eASE,MODIFIED,171NCH SY 61740.0 I0151.0 7 I-o 5 6.75 5 69,191.25 16.6% 8 GRAN ULAA SHOULDR TTPE&A NNCH DEPTH SY 14.959.0 3LI67-0 1► 5 S-SD 5 17.941m 218% QW,1-SU9I07AL FARTWWORK-1 116,995.15 alPisl9N a-r6Rsn Alm asAxlfa nraxN rams 9 STORM SEWER,TRENCHED,RCP 70000,24 INCH LF 40 0.0 80 $ 175.00 $ Go% TO STORM SEWER TRENCHED,RCF 20000,131X31 LF MIT 0.D 70.0 $ 150.00 5 0-0% IS STORM SEWER TRENCHED,ACP 20001),15 INCH IF 110 0.0 4.0 S 750.02 S 0.0% 11 REMOVAL OF SFORM SEWER,M7.LESS THAN OR EQUAL TO 36 INCH LF 137.7 740 556.7 S 30.00 S 'MAO 18.1% 13 REMOVAL OF STORM SEVER.S158DRAIN LF 2,188E 0.0 '4.11140 S 4.00 S 0-0% 14 STORM SEWER ASWDONMENT FILL AND PLUG.RSP 15 INCH IF 550.0 155.0 705.0 $ 30.00 $ 0.690.00 28.2% SS STORM SEWFA ASANDONIVIENI'r FOL AND FWD,RCP,15 INCH LF 46.0 0.0 48-0 S 30.00 5 0.0% sa►aPAx71r 16 SUSORAHN,TYPE SP,61NCH I LF 14745-0 2'4na 16,616-9 $ 12.DO $ 79,65=-00 17.2% 17SUMORAIN OLIT[ET TO STR11CO1Rl-S MCC 1 EACH 129 0.0 12.0 $ 150.09 S 0.0% 29 JSLWRAIN ounri TO oacm,S INCH I am 789 15.0 SFA 5 300-90 5 4,540,E-9 19.2% DLV.L-SU810TAL SEWICISANn DRAW-MRF4• S 39.522.00 amsTOR{-SeItDCTtlAYH faA A411TSAfY Afm HT9b1 xPRmH 19 INFA%E,SLY-505 EACH 1-0 a0 $4 S 1,%Q90 S 0.0% 2D INTAk AV-507 EACH 7.0 0.0 10 S 7,OOD.OD $ 0.0% 21 MANHOLE AtHUSTMENT MINOR,SW401..46' EACH 4.0 aD 1.1) S 750.00 S 0.0% 22 MANIHOLE AOIUSTAENI.FAROR,SW407.60'Re0' EACH to 00 SA $ 1,250Ao S 0.0% 23 INTAKE ADAMMENT,MUOR,SWS06 EACH 7.0 0,0 1.D S 61500.00 S 0.0% 2A CONNECIWH TO LICKING MANHOLE OR IFRAK6 SUMMIN EACH 6.0 QD i0 S I .W S 0.0% 15 UW!OVE INTAKE ANOF(AAEO ENO SECWR5,STORM EACH 2" 6.0 379 S 525.09 S 3,150.00 23.1% DIV.I-SLIfRGTAI$FRTICTLWZ Tom%NFTARY AW STOw$E1VEm5. S 3,750-70, PCC P� 26 PAVEMM PCC,9 1WIk C SUO OR C+CL 3 AGO sY $3mS" 11,654.0 Lk"A $ 46.61 $ ACL%,1M778 16.3% 27 CURE LGurrEk 24.00111 941x71 DEPTH.Fm C-4 IF 715.0 __SO 715.0 $ 35.79 5 0.0% 78 CONCAETF mmAm.6.010E PCG G► 5Y 461 O.D Jim 5 63.00 S 0.0% 79 PCC PAVEME}IF SAMPLES ANO YESNNG LS 1.0 0.16 1-2 S S .00 S 6D0Aa 16,0% s^'•"'• .sm1ZED Ci-m PATM,Am nrmiAY1 7a PCC pOEw 8-LNCN CA ST Sig 0.9 168 S 61.50 $ 0.0% 31 OETM7A9LE WARNINGS SF 40LO 09 400 $ 65AO $ 0,0% PAN6ARF LIT 1657ATI0K n PAVEMENT REMOVAL i SY 577169 6AA9A 60.707A 1163% 5 16-976110 16.3% 33 CUR!&GUTTER REMOVAL O SOA 0.0 50.0 S 25-90 S 0.0% DIV.}.SUOTOTAS STREETS AND MFIATEO YAM S 472.9561E Dxu1Dr r-nAr7c cai171a1. i nc RxaRALO 34 TRAFFIC LOOM LS 1.0 0.15 1.15 $ 6gW0= S 9.000.[0 15.0% LMYa1o¢f d .m 3S AAIHIEOPAVEMENT MAR%INGS,WATERBORNE SIA 2imu 41.13 77199 5 60.00 5 7.467.80 146% 36 BYET...."Lk TAPE MAIMNISS SLA 49-91) 090 0L40 S 130.00 $ 0.0% 37 PAINTED 5TM801S AND LUENOS,TEMPORARY E4CH 77-0 0.9 27.00 5 109.00 S 0.0% M PREOIT VIFOOLS AHD LEGENDS EACH 47.0 7.9 so" 6 SMOG $ 3 14.9% 34 PAYEMENT MARKINGS REMOVEO STA 37.04 am 37.06 S 110.W S 0.0% 40 SYMWMANOLEGENDSAEMWAD EACH 209 0.0 70.00 S 125.00is 0.0% OmO6AfT'!fl!'/7c co1RRaL 45 1EFWOAAAY TRAYRUCINTRIX LS 1.D OA 1.00 S 24 500,0 S 0.0% 42 PWADIE DYNAMIC MESSAGE 9GH5 EACH IDAY 56.0 0.9 5600 S 170-90, S 00% 41 DIRECTIONAL SIGHS,PER DETAILS EACH 104.0 0.D 104-90 S 93RD S 0.0% 44 SAFIEY CLOSURE EACH 219 OA 71.DO S 175-90 S 00% DIV.I-$116FRTAL PAVEMENT MAWNfG$"1371WFK CONTROL• 15.142.80 arn►x9el P-aIT6 110AY Alm••`^PLAr76 I srrmxr0 45 HYDRAULIC SEEDIAIG.MR7Ii1HN6 AND MULCHING-TYPES SY 37350-0 7.1000 M,452A 5 0.67 s 4.403.74 19.0% RAOiLOs Ala IIOISO R C011COL L ►6 MY FET7CE OR SILT FENCE DTTpN G1EO1 INSTALLATION IF 3,370.0 MAD AMLO $ 150 S 497-00 9.7% 47 SILT FENCE Oft SILT FENCE DITCH CHECK,REMOVAL OF SEDIMEN I LS 500.0 0.0 MCA 5 0.10 S 0.0% a6 SILT FENCE OR SILT FENCE DITCH CH REMOVAL OF DEVICE LF U-7" 5380 3,496-9 5 0114 5 32M 9.7% 49 FA051ON CONTROL MULCMNr.,HYDROMULC111NG SY 33.9540 7.107.0 4USGA 5 0.16 S 1.84657 20.9% w INLET FMnCTIQN DEVICE N15TALLATION,DROP IN EACH 5010 1.0 15.0 S 145.00 S I45m 10.0% 51 IHIET PROTEAIWL DEVICE.INSTALLLTFM SURFACEOPU D EA¢! 90 0.D 910 S 7SA0 S 0.0% 57 INLETPmDTE[TION OEVXF MAINTENANCE EApI ]31) 1.0 10.0 S 75.00 S Moo 5.3% DICE-YL490TAL 5M WU"AN01AND9[ApIN3• $ 9►L% OW1610R 11-tS4�139 53 CONSTAUCIION WRVEY 9I.0 D.2$ Sm S 2� im S 7.000.00 25,0% $4 M061LIIAMN IS 110 0-16 7-16 5 577.1ODm 5 87.356-90 16.0% S5 CONCRETEWASNODT FS 1 1-0 WIS 11a 5 2.000.DD $ 320m 16.0% S6 STEEL BFAMGOARDRAIL CONWROCUM AND IIEMOVAL LS I 1.a OLD I.00 S 27.130-90, S 0.0% 57 TEMPORARY PAVING,9I NOI PCC OR 6INCH HMA SY 1 9".0 0.0 930= $ 49.572-50 S 0.0% 0ry.1-SSS61%SfM NIISCULANEOTFS• 91ASG00 ©IAIla6 axon r7 1001 1 ENGINEM14C FARAIC fW 6'SUBURMN LF I4,7450 7,4710 SflA16A $ 1i0 IS 2.716.50 17.2% SUeTUTAs[HANG[ORZtERS. S 7,71810 TOTAL CHANGE ORDER#3 INCREASE 5 �9A40