HomeMy WebLinkAboutChange_Order_1;_Shuck_Corporation;_($61,855.69);_19-02_and_10-10_Brookshire_Golf_Bridge_Replacement; DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
City of Carmel Project: #19-02 & 10-10
Brookshire Golf Bridge Replacement APSergey PROVED h,n at,o.o,am,Oct 10,zozz
Change Order #1 :— Mitigation
Changer Order#1. is added work around Brookshire golf course to allow completion of Illinois Street
extension environmental mitigation repairs with some additional excavating with bank re-sloping
stabilization and live pant staking reordered due to expired before use. Plus, additional quantities for
paving materials. Additionally, there were some major over/under-runs from the plan quantities.
Contract Price prior to this Change Order $ 756,175.70
Contract Price will be increased/decreased by this Change Order $ 61,855.69
New Contract Price including this Change Order $ 818,031.39
Adjusted Contract Calculative % Change
Amount Price from Original
Contract
•
Original Contract $ 756,175.70 $ 756,175.70 N/A
CO1 —Const Change 1
Re-sloping
stabilization and live $61,855.69 $ 818,031.39 8.2%
plant staking and
materials
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
CITY OF CARMEL
'TO: CONTRACT CHANGE ORDER NO.: I _
DATE: 9/27/22
PROJECT NAME: 19-02 & 10-10
CITY REQ. NO.: N/A
CITY PO NO.: COIT#1052 13 & 105214
CITY PO DATE: 10/14/2020
I. You are directed to make the following changes in this Contract:
Changer Order#1 is added work around Brookshire golf course to allow completion of Illinois
Street extension environmental mitigation repairs with some additional excavating with bank re-
sloping stabilization and live pant staking reordered due to expired before use. Plus, additional
quantities for paving materials. Additionally, there were some major over/under-runs from the plan
quantities.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+) OR(-) DAYS
II. The following referenced Documents further describe the changes outlined in Paragraph I, and are
to be considered a part of this Change Order: R.F.P.: N/A W.D.C. No.: N/A_
Other: Please see attached proposals
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $_756,175.70
Contract Price will be increased/decreased by this Change Order $_61,855.69
New Contract Price including this Change Order $_818,031.39
Contract Time Prior to this Change Order N/A Days N/A Completion Date
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order , Days 1/21/22 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.
City of Carmel Shuck Corporation Not Present
ENGINEER CONTRACTOR msiaernard, Mayor
1 Civic Square 3050 South Harding Street yy99 fiin . Nfld.
Address Address A , :,9dklrke, Member
Carmel, IN 46023 Indianapolis, IN 46217
a6Wat ,MMember
City/State/Zip City/State/Zip Je K hriian;�FfCity
E sneer
Version 2016-08-31
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
By: &tea'Waiter By:Avity, Avie ATTEST:
Chad Walter
David W. Shuck, President DocuSignedby:
Phone: 317-910-5681 Phone: 317-786-9818 ,,� WoKro
t68 7�0 �%Clerk
Date: 9/27/22 Date: October 6, 2022 Date:
Version 2016-08-31
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
Sh irk Cnrrsn-arinn Fina rnnsrart(Ass Artltiat AR/7SJ71177
10091 Brookshire Brndi;e Reolacemert
flriginalCnotart Final l hits in Final VahU in
Contract Neon Cescription Unit Price UniC Corrtraerd UM Total Change in Cost Man.je in Unit. Place 1.1f2 Place
0000 BASE
0719 Consiructkrn fr;neering 39,100.00 1.30 LS 39,100.00 - - 1.00 L5 39,100.00
0020 1<1nti1nd 0sm0b 17,500.00 1_30 15 17,550.00 - - 1.00 LS 17,500.00
0030 Gearing and Grubbirg 15,000.00 1.30 LS 15,000.00 - - 1.00 L5 15,000.00
0040 Present SEtJctute,Rernnve 22,490.130 1.30 IS 22,490.130 - - 1.00 L5 22,490.00
roz...i Fxravatinn,common di410 7 an CVS 1..737 no 73.71E f,S 175 SR 111d 14 CYS 7F'4n3 4
oo.; 5xeavatien,Comm an{Sct2) 137.30 277.30 (VS 37,040.00 2,334.48 /7.04 294_04 0'5 40.293.42
0053 EnLevntivn,W.Lrrwgr 165.30 21.30 CVS 3,465.00 4,153.05 25.17 46.17 CY5 7.G169:
W!U hl1er10<k 11.913 24)3.31) SPI 2,9ib.UU l9b.UU} 111.110j 140.011 LI-1 1.14UW
0080 Sedrrlent Remove 75.00 6_30 CIS 450.00 - - 6.00 CYS 450.00
0090 1o.2 Stone for Tamp COn1t 74,00 630.30 TONS 16,620.00 124,739.26} 1334.9% 295.01 TOYS 21830.74
0100 Excavation,Foundation 55.00 95.0 CIS 5,225.00 (1,126.95) t10.49} /4_S1 CYS 4098.95
n11 di SLrortira Rorie%F.Typo 7 1n7 TI xR ltl CV'S &AEA nn 1.7R 111 ;n7 11 117 rVS .1.3R9 14
0110 Comport:le A g agate No 53 76.00 37.30 10AIS 2.912.00 134.52 1.77 39.77 TOYS 2.04632
0130 iiMA estermedbte.Type 6 219.30 34.30 TONS 7,043.10 153 30 0.70 IS.G0 TOYS 7,794.40
0140 AspLSilr for Tacx coat 4.30 159.30 SYS 7.5.50 630.00 110_00 259.00 SYS 1,34550
01S11 itprap,Uas1 11b.J0 2.l_10 (IONS Lb,/5b.0U {2359.LW} I.1.1h} 123.1S ILriS 25,239/91.1
0155 i3prap,Revetment{Set 2} 168.30 67.30 TONS 11.276.10 ;4,$30.21} (213_70} 38.30 TOYS 6,445.89
0160 COir Roll'Set 2) 97.90 152.30 LFT 14,880.80 6,926/6 70.75 222.75 LFT 21807.06
E11 7(1 (Mr Mat icier 7) 4 nfi 3 746 XI SYS t1,145 on 4S,F57 n£1} [F.?R filb 515 no SYS 5.544.00
0120 Seed,Slops Stabilize:Set 2) 244.30 7.30 MS 5,902.00 {4,1363.00} IS.Ni 1.24 L65 1,046.00
019t1 fed,rnirway 8 Rough(.Sec 2] 33.00 00.30 10S 1,900.00 G,.s40.00 172.11 222.11 LDS 8,440.00
0200 Le0sexOILe'or morapTypE 1P, 5.00 265.30 5Y5 1,315.00 1,687.65 337.53 60253 SYS 3.012.65
0210 Mulched Seedirg A 1.15 1,889.]0 In 2.,172.35 .12,117-35} 11,889_OC - SYS -
0220 Mulched Seedirg U 19.00 223_]O 5.YS 4,237.00 10,139.54 533.66 736.66 SYS 14,376.54
0230 Sodding 26.00 84.30 SYS 2.184.00 {2,134.00) (84.0C - SYS -
0240 Plant.Oeciduoui Tree 4Sel 21 496.30 67.30 EACH 33.232.00 125.296.004 (51.004 16.00 EACH 7.936.00
0250 Lva Plant Staking{Sat 2) 22.50 1,009.30 EACH 12,702.50 - - 1,009.00 EACH 2270253
0260 Concrtc,E,Footing: 1,229.00 13.50 CVS 16,711.40 13.60 CY5 15.714.413
0270 Cul lc.ete_t,SuLairuituse 710.30 17.30 CVS 12,070.00 2,840.00 4.00 21.00 CY5 14,910.00
UAW Rein-Crcing bars,rp(rryLulea LAU I t19 2.-151 LISS S,134.VU - - 1,891_UU Lb 5,11141.11}
0290 Ma inteinTraffic 3,750.00 1_10 LS 3.750.00 - 1.00 LS 3.750.00
03001 Pre-Engineered Ped Bridee 88,90000 1_]0 15 38,900.00 - - 1.00 S 88,900.00
0310 TemoStrearn Crossing 4.150.00 1_30 LS 4,150.00 - - 1,00 LS 4.150.00
0935 Coir Roll fa'Erosion Drota_t 07.90 - (FT - 6,653.00 70.00 70.00 LET 6.853.00
LM10 Topaoil 193.30 - CVS - 774.00 4.00 4.00 CY5 774.00
1030 ALTERNATE 1
1LO.0 LonstructrcntngneErlrg 1/,31.10.1.10 1_10 1.5 1f,39U.UU - - 1.41.1 LS 1/.31111.IJU
1020 10ob and Demob 5,900..30 1_]0 LS 5,900.00 - - 1.00 S 5.90000 _
1030 Present Stricture,Rerlove 19,990.00 1.30 1.5 19.990.00 - - 1,00 LS 19.990.00 r^
1040 Excavation,Common 415.30 11_]0 CIS 4,565.00 1,6E0.00 4.00 15.00 (VS 6225.00 Q
0
r 4
0
1of2
1)
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
Shrirkffremelrnon Firm]rnnrrAerf>.eeanrit s 1il/)S1797'7
111941 Arent chirp.Rnrltp Rardaremeant
QrigiialCuntraa1 fired)llniuin l inel Value in
Contract ttern Description Lint Price Units Contracted UM Total Change in Cast Change in Units Place UM Place
14110 Oarrvw in.DO 44.00 CY5 9,500,00 250.09 2.00 46,00 CYS 5,759.09
1050 Excavation,Waterway 165.00 14.00 (VS 2.310.0D - - 14:00 CYS 2,310.00
3470 Filter Sod, L0.50 202.00 LFT 4.116.0D - - 893.09 LF7 .,114.00
1.080 Secllmeni Removal T5.00 9-00 CY5 575.00 - - 9:00 CYS 675.00
1949 Air, 7 St noPFnr'romp rronet 74 09 44100 Iraq 4Fy4811 FM 171.444 Sal f74317} 14A Al T1 K 7d.471.47
1100 3.aLaI cilia II,Frlue1L16tivhI 55.00 50.00 CYS 3,300,00 1,925.00 35.00 95.00 CY5 5.225.00
111R S7nrrhrra Rarreflr Tyrol 11i7 Di1 4St 11f1 CYS 4,n4F f1D 47R7 441 14 AS} 41 14 CYS 3.333.05
1120 CveriyeLLe4ASgirgeLe Nu.53 75.00 33.00 TONS 2,508.00 1,970.58 25.93 58.93 TONS 4,47a.00
1130 1MA lntermedsate.Type B 241.00 30.70 TANS 7,398.70 132.55 0.55 31.25 TONS 7,531.25
1140 hsphelt for Tack Co et d-50 140.00 SYS 930.00 {G30.091 (140.00} - 5 -
1150 Riprap,'Class 1 116.00 2.83- TONS 328.50 13,139.50 70.17 73.00 TONS 8,460.00
1160 6cotrtilator1ipra.pTypclA L5.00 79.00 SYS 1,14S.00 3,946.11D 263.00 342.00 SYS S,130.00
11J4.1 Mralc1e0SeeaingV 1.15 13.212S3.UU 5tS L,1rt,s5 it,10+L_M1 11,11W41AJ? - 5Y5
11AR A.Irelrh-d Gppriine II 14 flit AA 111 SYS 1.71E f10 {11.714 f]f1i (ALL 1111} - SYS -
1190 Cver.hale,B.FLaalLaga 1,229.00 13.60 CY5 16,714.4D - - 13.60 CY5 16,714.40
1200 Concrete.C.Soboeutture 710.00 17.00 CY5 12.070.00 12.840.00) (4.00i 13.00 CYS 9.230.00
1210 Reinforcing Sera,Epoxy(caked 2.00 2,092.00 1.05 5,784.00. - - 8,0.98.00 i. 5,704.00
1220 Maintain Traffic 3,750.00 1.00 15 3,750.00 - 1.00 LS 3,750.00
1210 fire-Engine-re-Fed Oridge 105,900.00 1.00 LS 109,000.00 - - 1.00 LS LP5,500.00
1240 Temp Stream Crossing 4,150.00 LAO LS 4,150.00 - . 1:00 LS 4,151.2C10
190S Cair Mat1rL 9.08 - SYS - 342.00 32.00 35.0.0 SYS 342.00
ly111 le.vd,Slops514b11(1kldgebAJ 1544.91) - 1115 - 2,S32-U1, 3.a JIlli LESS 2,S31111.1
1,114 TrpaRpmmcaien Mitigation Arpa - - - P.,K77f10. - - SC57741n
1920 Live ytrnL e.larking edLL1LiUnel - - - 4,144.83 - - -0,1oa,83
1930 Extra Mob fcr Earth;mages - . - 4E0.00 - -
1'd 460.00
40 rC_trek reek equip end!true de mo - - - 20,0G2.00 - 20.962.00
1950 Coir Roll Reduction - - - 111,395.5E-1 - - (11,395.561
19E0 Gieatextilc tor Ripra,phdd 2,628.7S 2.688,7S
Contract Total T5b,1T5-TO b1,1355,b9 1118,tl3L39
00
4
%O
0
N
2ai2 c
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
d SHUCK CORPORATION
April 5,2022
Sent Via E-mail: jeyersgIcarmel-in.gov
Mr-Jason Eyers
City of Carmel
12120 Brookshire Pkwy
Carmel,Indiana 464333
Re: Carmel Brookshire Bridge Replace
SC Project#10091
Live Stake Material
Dear Mr. Eyers:
Live stake material was ordered for the mitigation area now deleted from the project This material has been
received and it is perishable.
The cost for this rtiaterial,including delivery and unloading by others.is$4,10433.
The species breakdown is as follows:
336 each.Sandbar Willow
337 each,Pussy Willow
336 each,Red Osier Dogwood
The back-up for this cost is attached.Pleaselet us know if you have any comments.
Sincerely,
Shuck Corporation
Da.444), 46.44
David W.Shuck, President
attachment j1 page)
cc:Mr.Chris Ogg.City of Carmel cogg@carmel.in.gov
DJ
3051]South yarding Street I !ndianapo1 is,IN.t6217
317 f36b.9818
buildsiash ckcore.con•
shuckcorp_com
Version 2016-08-3 I
DocuSign Envelope ID:C6116F7F-BE53-4F6E-A420-7D7E8247D1BB
Central Indiana Area OF
Contact: David 51135.5er •
ti}
Direct: (812) 728-8297
Fx: (812)923.7505 earthmages
Email davids@earthirnagesinc.tom CERTIFIED
wtivw.eartFima esinc_cam OEIE1WDE MINOR ITYSUBCONTRACTOR
To: Shuck Corp Project; tiRQOK$HIRF Got F CLUB AND
MITIGATIM:REPAIRS
Address: ?k.150 Smith tlnrriirca S1rerll
Lnearlan: -fAMII Tiply l.)tJNT"Y,IN
Ing.3napoys.IN 40217
Phono: 1317)71 -981FS 4untaDoan: U4iO47(7.7
LITEMINE UNIT
SIDIPEM UESI,RIPFIr3N QUANTITY UNIT PRICE AMOUNT
LwE&T..1MES•MATERIAL C+dly 1.;ICt3 ao.c. EACH 5 1.87 s s 9174.81
DELI'le RV I FLU E&CII 3 M.00 320).0'
r*t-r TERMS AND SPECIAL CONDITIONS r-r+•
This qo ti I§Sir Ii40 sl3$9 rnr7loree that way ortered for use on Ibis projrnck Sul wris ra7ni:nlls„•!.:ff r m:ite ri;i1 had already heen
sourced,i'anlrr'i sIunad,arr.fe3Celyed.MsteriEl 15 per sNable,nest-returnable and ran-returdable.Breakdvan cil ipfic :is ae
lollow;-
a. 1313 Each,Banda,ifeillaa
b, 377 E;v:h,Puse:y Wilt w
c. 386 Each.Fled Osier Dagwoc.i
2 $daces Lux un nlac:ritl Is Vca irk:luled.
3, Pelee is FOB Ea.-11 Images afire Ram6ald,IN
4 Price far adiveey is rrrueiJe 1 11 regLeisler l
5 LInl4adind;}7 ra£9re.et,
6. Guarantee is nal Included.
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