HomeMy WebLinkAboutChange_Order_5_-_Morphey_Construction,_Inc.;_($17,635.85);_16-ENG-70_Rangeline_Road_Streetscape_AND DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
A'•*OVED
,By SBney 0tkhft 4.,A pro Jan A Ail
City of Ca rmei Project 16-ENG-70
Ra nge Li ne Rd Streetsca peiProsceni urn
Streetscape
Change Order #5—Final Quantities and Balancing FINAL
Change Order#4 is to add irrigation items near Executive Dr.
Contract Price prior to this Change Order $ 2,454,743,45
Contract Price will be increased/decreased by this Change Order $ 17,635.85
New Contract Price including this Change Order $ 2,472,379,30
Cumulative %
Adjusted Contract I
Amount Change from
Price ,
Original Contract 7 i
Original Contract $2,080,000.00 $ 2,080,000.00 N/A ,
1 ,
O01 -ConstOhng 1
Executive DrArtwork $53,195.00 $ 2,133,195.00 2.6%
&Duke Equipment Pad
CO2-Const Chng 2
$5,722.20 $ 2,138,917.20 2.8%
Tuscany Block
603-Const Chng 3
Addi Sidewalk $281,052.55 $2,419,969.75 16,3%
Segments
1
C04-Const Ohng 4
Executive Dr $34,773.70 $2,454,743.45 18.0%
Irrigation
O05-Const Ohng 5
Addl Ped Sign;
Waterline Lowering;
& Final Quantities
Balancing $17,635.85 $2,472,379.30 18.9%
1
1
DocuSign Envelope ID:AC19022C-A771-43C1-A1 76-65961 BBA1 584
CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.:5-FINAL
DATE:01/1 1/2022
PROJECT NAME:16- VG 70
CITY REQ. NO.:N/A
CITY PO NO.:COIT#103876
CITY PO DATE:3/16/20
You are directed to make the following changes in this Contract:
Contractor lowered the 12" %ate(line located on Carmel Dr,due to utility conflicts not identill ethn plan set. [his
conflicted resulted in a scope of%Nod.change and the additional need forpedestrian management of traffic
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:See attached proposals
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $2,454,743,45
Contract Price will be increased/decreased by this Change Order $17,636.66
New Contract Price including this Change Order $2,472379 30
Contract Time Prior to this Change Order NIA Days N/A Completion Date
Net increased/decreased resulting from this Change Order0 Days
Current Contract Time including this Change Order N/A Days N/A Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved:
Recommended Accepted: ,.—DocuSigned by
City of Carmel Murphey Construction ,,k1litd S bealVt ari
ENGINEER CONTRACTOR gikpgpard,Mayor
1 Civic Square 1499 N Sherman Drive
Address Address irk , nber
24EA
Levi Uttc6in.
3W I, Member
Carmel,IN 46033 Indianapolis.IN 46201
City/State/Zip City/State/Zip cm ashrnan,PE,
City Engineer
B 00-404-4,c, By: ..5-tevelt p. mitinn4rne ATTEST:
Jas A.Eyers Steven P.Milhourrie DocuSigned by.
Phone:317,460-6690 _phone; 3T7-336-9233
(.04Con
Stfelifttrg a ng,Clerk
Date:writ/2022 Date 1/2412022 Date:2/2/2022
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
January 20,2022
City of Carmel
Jason Eyers
Project Supervisor
PH:317-460-6690
Re: 16-ENG-70 Rangeline Rd Streetscape/Proscenium Streetscape
Waterline towering Costs
Dear Mr.Eyers,
Attached find backup for the cost of the 12"water main that was lowered on 5/19.
Water Main Lowering Costs 1 LS $14,031.45
Thanks in advance for considering our request.If you need any additional Information,please let us know.
Sincerely,
Morphey Construction Inc,
.5Yeeie Meoatife
Steven P. Milbourne
President
p. 1-317-356-9250
m.1-317-716-6719
1499 N Sherman Drive Equal Opportunity Employer
Indianapolis,IN 46201-1515 ph: 317,356,9250 Ix: 317,35.9253 www.mornheyconstruclion.com
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
broad YIGf7745T11Ucno INC.-WIT JMMMRY
: i un. AAragM44w7M.IMYY�I,5____ ", Min - ..._.... pum ....j' 7o a/1 m ti
tiro:am .__. �,.... I M!MI NAME:
..._...._.,. ""'.. in."1n"1-Wer .. «' EduhatNT.,,,,,w. .". 714VAr _ MN . ... �arery¢WM 30
7..tsWeer WNW •
�6"_4 T 1 Nam. J "$�nl°rt3r.t'- _".•_.s734 "F.,tom(r .,.,. _ 1Q"aiCwo,40 iivw wt - Scum
_ tIranmrut Fen A 7 Sw.U#b r55 77 VtAM `-UM it U339 IfSJ;HW 36
a'1.banr Gt 4 MUM. $9�S�PrAM 14asM.fi1 �' 1 71f7aa3d .••�.� Saam:PEA 71A -Scum,
pa I
tIOUPSs _.® '--ra*,,___ SManmu vasr ®'iR ene�7n ,.. isn3"RS +.rt"ANA . .�
{ mots* - _:rtArta® , gam Wall
�- `rwA1a_ J_ 5nao
7iowln PEA " -gauu ---
�r+anr� Pei nit s..
l_m Houino K ----CI. - _ -1 rater . ". RA — 5;1s
ultra J .._ _ - VCR 71A """' �."'"'Sam
-dog - rmrm �. Sam -- Oaksa
rroaMwrT ;rwrua ia.00
• __ran wdlrCf7,AltiY ._..
-auiirEReaDi _ aNd1UASla'' 9daa, 1a.Cgl._Ili0-ii or sQ .....1 �1t6Wj MA _ __Saa.aa
TbTMLAaOA W 51.41+,3 TdTAI.[dWvaUf7kc 1 II -.. asdm
rpYAl-._... ._... I -- ...,.,,,.,..",......- uwa®ST(N'.XI�..." I 116MI41
Y.Luniirdif """""'"° _ 'a,Tl' q S.m AI 7C33.730.10MMICu7 13% 312073
Inl[aIaMMM7aTaa71.0 U45. s 1 $13331 'Tar WA'."IIPO1IT YMTh IMMXur.•." .- •. •,•.»'.,`. ,4,g$
VIVkTNLa'FM�MP 1 sa.9r%� ,-'_' '-,s`r17.a , ._._._.®....
,r..,wx rw. -I 7a5i% --SaT1.Sa _ ......_...... _ _._ -,, I UMW.*17ti74,Mt,57133 I_ - 7311i_ I- 57».na I. - irS17Ss " oaffra7�'' Una -Gfar - ARMY
A tire!,aA9 W oa TH rAttlft ,.. .+SS1d7I �" 1. �)_ j folk),
uarAYrwaswrls IC -�. I- aao.vs'." ,,.,_,...__ aamacoi__ }y
MI11 M ;- ME j_oueo- Alm COYI /.AWUMr _1_ I - *no
a � a. i 91m F $
59P.0,9 I v r Slam
33171 _.
...__. .� %Mi TOfASa1S -053 I ... 0.amen
%ODI ,UNNTA7PPaamST maim
L. —sami_st7PPaTrAAAEIpM"�.."...""""." .-. *, .,,... .,,,.. ,_,..sM91.aai
JIOT'A:7MM71,10 WON,AMMaY .,. • .",„..I... _ T4-017aa-
.... _,. �......,...e.._ ..."
YTO�TLLMarrm.cost .,... •®� {,g li 1 . I - _......_.._ .
UM 13$4T{/h'1 ta1Yy6I I '"• �.. {,,,• taua7riiin`"'I i AMG r� +' ,moot.,-
___
IYot NX-�uYeSata wnio#ruP «» -" C75WAa MO WCTn-t _ IA
17a. Scram
- i lr.s:i� ias sm s1m66
hYAlr} _.. , -' _1_,.......... tOAAl. MT- I:._.. _ .. .-1 4._, ....171 S9sma:
_. •-CIs 1750E -'" %p17A5 Mr! i"` , M.50I Iu7 ,,...,,.1unn S40,21Nr5Acia151 kil...Ia.... i
.....-,_ Eva w±a.r,
_.�...:. ._,,.5 +yArwp.usr<ar a' .,«-.......... ..._ .__. ita1 _...1._.,-...... zoos
..___ _ .. ....... -.- TOTM suitcoafAOCT1wf%M'AN5IV «, W - •.. - - .,v'_.bpl
HAYS Mutt....' 7711335 AATE �.
iu.ar ,SOLO 0337SWlnI MAEuiuoS" I -fr7.s5T37
Ao77n "-- -ass x sru
TO7M xwllaws7` _ ai�iaa% wwiwswr a'mnei% _`_. sa7a
4/1'171YtN&AtOSY ...optY( !a0irt1AM IHSURMI'Ka MAM'.IF a 7 rs 3A.7a
9gln
sOTM Auwfatiautirm I'.... ! ""'�t�,ao� f nruu". s "' 1"u:d3tmti:"
_ __-ilia..
_.._..---.. _.... .,.. . _.._.,_... ......._.__... ..Y :vr7rrtaxr ariv,�7 Ham _....
I i
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
'3C0 .3 gel
• UTILITY PIPE SALES OF IN, INC. QUOTE
, 2821, N. Catherwood Ave
I 1111111U rill Li itili iv
Yr Indianapolis, IN 46219
017)224-2300 1
TH“ PIPE' 9 ', 1 ES (317)224-2301 Fax Number 00039742
t77V;77,,l Website: www.utilitypipeaales.com
-F'ravlding The Flow, Above a f3elovv" Page 1
Date 05/06/2020
,
Bill MORPHY Ship MORPHY
To Morphey Construction,Inc." To Morphey Construction,Inc.'
MORPHY 1499 N.Sherman Drive MORPHY 1499 N.Sherman Drive
Indianapolis IN 46201 Indianapolis IN 46201
Illilliiiirriirilliniolliiitil
Customer POP Ship Date Salesperson Terms Tax Code
CARMEL QUOTE TRAVIS MOBLEY Not 30 Days INGOV
1
Document# Warehouse Freight Ship Via
Q0039742 UTILITY PIPE SALES OF IN,INC. Prepaid BEST WAY
Item Description Quantity up Price Per Extension
......-- •n
PDIC35012 12"CL350 DI PIPE,TYTON JT 0.07.0 FT 20 --.-
28.00 i FT 1 1,1200. 0 io
'
I ,--
WTCW1OBLCCS30 10-GA WIRE X 500'30MIL PE ,--1 EA 85.00 EA 85.00
PRO HF-CCS-10AWG-BL,BLUE
OEDCWC DRVCONN WIRE CONNECTOR e" 3 EA 8.25 EA 24.75
PART#3VVB-01, lug style
MJD1245B 12'MJ 45 BEND v"-4 EA 315.00 EA 1,260.00
v DOMESTIC
144,PI MJDI2SSLP 12"MJ SOLID SLEEVE LP / 2 EA 260.00 EA 520.00
DOMESTIC
1-,A0 RGMLK12 12"D.I.MEGALUG KIT v..— 10 EA 99.00 EA 990.00
iu• 1 , INCLUDES GASKET,BOLTS&NUT
/ - N.:SSIT30(172eC-- SSI-13.55-X1Z_LGTH W/2" 1 EA 475.00• EA 475.00
CC TAP SS REPAIR CLAMP
BM04701BT2 2"-BALL CORP AWWA X.CTS I _1__EA-, -- - 750.00, EA.. ?MOO NO LEAD r !
BMID47.58T2-- -- 2"CTS BRASS COMP dbl.f3 . i-EA•- 99.00 i-EA I- 99.00
NO LEAD i 3,_/3":
Tax' 1:...)
QUOTED BY:tpm
EXPIRES: ' ?letecj / PO
Merchandise Add On ChargesTotal Due
. . .-----
We appreciate your business! 4,823.75 0.00 0.001 „.4;82-3-.75
-,---:
C.r.)
11111III11111111111 1111111111111111111111111111111111111111111
QU Q0039,742
Note: Current legislation states of January 4th, 2014 it will be illegal to sell or install any items that are leaded brass in sizes 2"and below for
Use with potable water.Manufecturers have been making this conversion since this legislation was passed.UPSCO will be implementing the
following changes effective es of January 2, 2013.Any leaded brass order will be special ordered for our customers,but will be
non-cancellable and non-returnable. UPSO cannot accept leaded brass returns for credit or exchange. This matches the policies of our brass
suppliers.As of June 1,2013 brass product manufacturers will stop manufacturing leaded brass products&no leaded brass Items will be
purchased by UPSO Utility Pipe Sales Co.
_. ..
Customer Copy ... Last page
1
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
January 20,2022
City of Ca rmel
Jason Eyers
Project Supervisor
PH: 317-460-6690
Re: 16-ENG-70 Rangeline Rd Streetscape/Proscenium Streetscape
Additional Ped Detour Signs
Dear Mr. Eyers,
Attached find backup for the cost of the detour route that we installed on 5/8.
Add.MOT Pedestrian Detour Route 1 LS $2787.83
Thanks In advance for considering our request. If you need any additional information, please let us know,
Sincerely,
Morphey Construction Inc.
„cave Vegoepute
Steven P. Milbourne
President
p. 1-317-356-9250
m. 1-317-716-6719
1499 N Sherman Drive Equol Opportunity Employer
Indianapolis,IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com
fr
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584 I
f
MORPH EY CONSTRUCTION INC-.COST SUMMARY
_—_
'CORI RAO': 00r0193111 PIKI ORIENT RNA a PIEM NO.: CITY. (ACM DAN, SilS,2020'
O00ri7t4A RCM MMT:
NUM SAMAR SINGE $7 Ct 1:11 RATE '---- A MOONT OINNYIENT 1101595 RATE AMOUNT
1 AN 3451M/OPS u Nu 7 HOURS 053 71 PER ISO 515721 NEKIRSIET PER TN 50.9II
I Operutor .1(8749 $5171 POI RR
SO CO ,r exam.,'Dud 1 HOURS@ 520.00 PER ma 040.00
1 Lobar, Routs R. 5110111 PER MR Sa Oa EA,mato( MOORS. 595.00 PENNE! 5000
, HOURS@ PER NI $000 UM er HOURS* 040 00 PTA HR $0.00
I0URS59 PER HR 50 09 ecorgh kw WAIr$9 $W 08 PIA HR 10310
HOURS@ PST HP $000 trIR Kt HOURS* SIIS 00 PER Mt 00.09
MOMS* PER NR 5003 Thule N 247191155p 590 00 P5R NS 5000
HOURS@ PER NA SOCO HOURS53 PE9 PP 50,00
14011055. PER HA SOCO INDORSER pt.NR SCknO,
HOURSID PER PER Som HOURS@ PITA HI 10.00
HOURS? RER kR $0.00 HOURSOR KAHN 5000
NO 03 DAYS
INNJASeT PER TM $O 00
TIRS WORKS II/DAY
TEAMSTER SISIS 0 HOURS* 50 00 5000 LOWBOY HOURS/0 015000 PER HA SETCO
10TAIT EMMA 3 367.42 'TorAL EQUIPMENT
uNME covr 1.990A 900091 LINIT COST SKIToP STAW01
MARKUP ON MOOR 243% 52391 EQUIPMENT MASCO, I/'A S.,4il
WORKMATES COMP MSS% 51951 TOTAL TQUIPIPENT MTN MARINO
39 8111
UNEMPIONSENT 10.9% 00072
500A1,SECURITY TAR 7 65 II 5112 _
MARKUP ON WC,LTEC„55 RAS 10 74 36.99 ' SUPPLIES 01U/1/4/119 UNT COST AMOUNT
TOTAL TABOR MTN MARKUP ""---''''TII5Y!93 $O 00
SG 00
5000
MATERIAL TME QUANTITY UNIT (05T AMOUNT $O 00
50E0
$000
SOICO $000
5000 SEIM T
$000
50.00 TOTAL SUPPLY COST 12000
SOPA' UNIT SUPPLY COST MUM
50.00 SUPPLY MARKUP 12 94
TOTAL SLIPPIJE$WITH MARKUP
I
TOTAL MATERIAL 5053 — so... —1
UNIT MA/COST TIOTWOI SUSCOINRACT QUANTITY NTIN PROI AMOWNT
MATERIAL MAMIUP II% SOPO TWA Pedestrian Demo Maders 21 EA /4 41,57300
ILOTAL MATERIAL WITH MARKUP . A PI tWO4(Aga MobBizaton So getup peal detour I CS /SO 175044
SOW
HAUTING TOTAL 91111005011AC1 COST —3431sAW I
006 LOADS H0095 RATE AMOUPN UNIT SUBCONTRACT COST 500.501
So oo stoma tocr MAlatut.1ST St.000 to x 523150
5000 0U1C0N7 RACY MARKUP REMAINDER 7/I SOLO,
TOTAL SU SCONTRACPWITH MARKUP
OATS Ha50 HOURS RATE
$0 CO — ,
5000 TOTAL COSTS WITH MARKUPS 55.77011
SONO 0.55% 5 1,4g
101+411104/1 Wm 5000 PESURANCE 0 03065% 2007
UNIT HAIR COOT RO815/01 5040 MO INSURANCE MARINO 10% SI 51
HATA nAuhtuf IT Si 50.00
TOTAL iTATAIMPT 4444/4417
owl COOT SOIN/011 RAW:
— — -
1
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584 I,
CONTRACT ITEMS AND UNIT 11301C I BASE BIND FINAL Balancing Change Order
Contract Estimated Unit
Item No. Description Quantity Eat Price Item Totat Qnantip Amount Shortage
6 Complete DoIInrs
0001 CONSTRUCTION ENGINEERING 1 LS $ 33,000,00 $ 33,000,00 100,00% $33,000,00 $0.00 .
0002 MOBILIZATION AND DEMOBILIZATION 1 LS $ 104.000,00 $ 104.000 00'... 109 DO% $104,000.00., $0.00
0003 CLEARING RIGHT OF WAIT 1 LS... $ 15000,00 $ 15 000 DO 100 00%... $15,000,00 $0,00
0004 EXCAVATION.COMMON 50 CYS S 150.00 S 7,500..00 117.50 517,550..00 $10,860.00 I
0005 PRIVATE IRRIGATION 1 LS $ 1.00 $ 1..00 0.00% $0.00 ;$1.01)
0006 TEMPORARY INLET PROTECTION 15 EACH $ 100.00 $ 1,500.00 10.00 1,000.00 ($$00.00)
0007 TEMPORARY MULCH 1.4 TON S 400.00 S 560.00 0.00 50.00 ($5160,00)
0008 TEMPORARY SEED MIXTURE 84 LBS $ 2.50 $ 210,.00 0.00 $0.00 ($210061 ,
0009 SLIBGRADE TREATMENT.TYPE II 176 SYS $ 100.00 5 17,600.00 145.16 $14.518.00 1113,002001
0010 SUBGRADE TREATMENT,TYPE IC 190 SYS $ 120-00.$ 22,800 00........ 19000 $22800 00 $4,00
0011 STRUCTURAL BACKFILL,TYPE 2 91 _.-. CYS $ 300.00. S 27,304.00....... 105.60 $31,664.00 $1,380.00
0012 WIDENING WITH FCC BASE,61N 30 SYS $ 30400 S 900000 6759 ... SIT 27610...___ $6,276.19
0013 OC/OA-HMA,3,70,SURFACE,9.5 rnm 3 TON $ 1,000 00 $ 3.000.00 13.00 ..... $13,000.00 $10,000,00 `
0014 RAISED PEDESTRIAN CROSSING 609 SYS $ 333.00 $ 202,797.00 638.42 $212,593.66 $9,796.86
0015 SIDEWALK CONCRETE.4 IN ..."""'.............,_................_.._�......._.m.._.�._______ 362 SYS $ 10000 $ 38.200.00 225.50 .._$22,550-00 1$.10,650,00)
0016 CURB RAMP CONCRETE 358 SYS S 500.00 S 179,000.00 328.90 S164,450.00 1914,556/001
0017 DETECTABLE WARNING SURFACES 39 SYS $ 350.,.00 $ 13,650.00 44 56 $15,596 00... 51,946,90
0018 STRAIGHT CONCRETE CURB 928 LFT S 88.00 S 81,654.00........ 695A0......S51,150.00 ($20150410)
0019 STRAIGHT CONCRETE CURB.MODIFIED 38 --- LFT S 133.00 $ 5,054.00 170.00 S22,610.00 517,556.00
0020 CURB AND GUTTER CONCRETE TYPE II 259 LFT $.. 10500 $ 27,195 00 385:78 _540.506,90 $13,311,90 5
0021 PCCP FOR APPROACHES,61N...... -.. -..-- 134 SY5........$ 150.00 S 29,100.00 13843 --_.. S20,764.50 6664,60 ,
0022 PCCP FOR APPROACHES,9 IN....... 42 SYS $ 160.00 $ 7.560 00 40 67 $7 320 60.... )$35.40p"
0023 INLET FILTER 15 EACH $ 759.00 S 11,250.00 0.00 SO 00 (511,TO0.00) ,
0024 _ ..... -
4 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2 EACH $ 5,00000 $ 10,000 00 1 00 $5 00000 g$5.00000) I
0025 SODDING,NURSERY 060 SYS S 4000 $ 26,490 00 90800 $36,320.00 $9,920,00, ,
0026 SHREDDED HARDWOOD MULCH 65 CYS 5 75.00 $ 4,875.00 40.00 S3000.00 I$1181`5,110b t
0027 PIPE,CLASS III RCP,CIRCULAR 12 IN 257 L FT $ 22200 $ 57,054,00 261.00 562.382 00 $5,320,00
0026 HMA FOR STRUCTURE INSTALLATION,TYPE C 91 TON S 350.00 S 31,850.00 73.46 525,711.00 ($0139 00)
0029 NYLOPLAST DRAIN BASIN WITI°I DOME GRATE 1 EACH $ 3,200-00 $ 3.200 00 200 .5640000... $3,200.00 j
0030 TRENCH DRAIN 160 LFT $ 740.00 S 118,400.00 160.00 S118,400.00 60.06
0031 CASTING,ADJUST TO GRADE 9 EACH $ 80000 $ 7,200 00 4 00 $3 200tl00 ($4,000.00) f
0032 INLET,J10 5 EACH S 5.000,00 $ 25.000 00 5.00 $25.000.00 $9,00`,'
0033 CONSTRUCTION SIGN,C 4 EACH 5 275.00 $ 1,190.00 4.00 $1,100.00 $D.00, ' J
0034 ROAD CLOSURE SIGN ASSEMBLY 3 EACH $ 300.00 $ 900.00 300 $90000 $0,00,
!
0035 DETOUR ROUTE(MARKER.ASSEMBLY 70 EACH S 75.00 S 5,250.00 70.00 S5,250.00 $0.00
0036 CONSTRUCTION SIGN A 9 ' EACH $ 22500 $.. 2,025-00 9 00 $202500... $0:.:,90
0037 CONSTRUCTION SIGN B -.. 2 �..EACH $.... 100.00. 5 200.00 2.00 S200.00 $0.00 l
0038 MAINTAINING TRAFFIC 1 LS $ 225,853.50 $ 225.853.50 10000% $225,853-50 $0.00 1
0�039 BARRICADE,III A 95 LET $ 1600 $ 1.728.00 96 00 $7 728-00 $0.00 f
0040 BARRICADE,III B p 24 LET S 18.00 $ 432.00 24.00 S432.00 $0.80„"
0041 DECORATIVE BOLLARD 18 1 EACH $ 2.38000 $ 42.480-00 18-09 $42 48000 $9,00
0042 SIGN POST,SQUARE TYPE 1,REINFORCED ANCI IOR BASE -.. 23 LET $ 22.00. S 506.00 23 00 S506.00 $0.00 ' f
0043 SIGN,SHEET,RELOCATE 3 EACH $ 50-00 $ 150.00 8-0�0 $400A0 $250.00= 1
i
0044 SIGN,SHEET,WITH LEGEND 0.080' 17 SET $ 24.00 $ 408.00 ....... 1700 5408,00 $0,00
0045 CONDUIT,PVC,2 IN,SCHEDULE 80 170 LET $ 13.00 $ 2,210.00 37.00 5461.00 )$1',729.04): 1
0046 CONDUIT PVC.3 IN,SCHEDULE 80 170 LET $ 16,00 $ 2.72000 82 00 51 312,00 1'$E3404,00),=
0047 CONDUIT,PVC,4 IN.,SCHEDULE 80 429 LET S 18.00 $ 7,722.09 336.00 S6,048.00---- (81 574.U0)
0048 CONDUIT,PVC,4 IN_,SCHEDULE 40 913 LET $ 16.00 $ 14.600 0O 797 00 S12 752,00 L$')8 ,100p,'
0049 CONDUIT,PVC,4 IN.,SCHEDULE 40,WITH 4.1 IN INNERDUCTS 913 LET $ 22.00 $ 20,086.00 94200 $20,724.00 $638,80 1
0050 CONDUIT,PVC.4IN.,SCHEDULE BO WITH 4-1-1N INNDERDLICTS 429 LET $ 25.00 $ 10.72500 51700 $12,925.00 52,200.00 1
0051 HANDHOLE,COMMIJNICATION '11 EACH 5.... '1,500.00 $ 16,50000 1000.... S15,000.0(1 (161,500,110)
0052 LIGHT STANDARD,RELOCATE/RESET 5 EACH 5 1,500 00 $ 7,500.00 3,00 S4,500.00 (83,0000,ISO) 1
0053 PRIVATE LIGHTING 1 LS $ 1.00 $ 1.00 0.00% $0,00 ($1 04) '.
4054 WIRE,NO4 COPPER,IN PLASTIC DUCT,IN TRENCH 4 IIC 254 I LET $ 14.00 $ 3,500.00 485,00 56,790.00 $3,290.40
0055 LIGHTING FOUNDATION.CONCRETE,WITH GROUNDING.30 IN DIA X 96 IN 3 EACH $ 1,500.00 $ 4,500.00 3.00 $4,500.00 $4,00,
0056 GEGI ELECTRICAL OUTLET ON POST 6 EACH $ 1,250.00 $ 7,500.00 6,00 $7 50000 $6,00
0057 LINE,MULTI COMPONENT,SOLID,WHITE,4 IN 46 LET $ 10.00 $ 480.00 4800 $450.00 $5801 ,- I
0058 TRANSVERSE MARKINGS MULTI-COMPONENT,WHITE,PEDESTRIAN CROSSING ,.. 16 EACH $ 25000 5..-. 4,000.00 1600..... S4,000,00 $0.O4,'. ;
0059 LINE,MULTI,COMPONENT,BROKEN,WHITE,6IN(2'LINE,4 GAP) 32 LFT $ 10.00 $ 320.00 32!00 5320.00 $4.00' ,
0050 TRANSVERSE MARKING THERMOPLASTIC,YIELD.WHITE.24 1N-.SHARKS TEETH 32 LET $ 1000 $ 320 00 34!00 5340.00 $2000
0061 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN 17' LET S 10.00 $ 170.00 --- 17,00 $170.00 $0.00
0062 PLANTING SOIL. 303 CYS $ 100.00 $ 30.300.00 475-00 $47,500.00 $17,200.00,,
0063 DECORATIVE.RETAINING WALL 178. LET $ 450.00 S 80,100.00 178.00 S80,100,00 $0,00 ,
0064 IRRIGATION SYSTEM 1 IN $ 55.000.00, $ 55E100E10 100-00! S55.000.00 $0.00"
0005 CAST-IN.PLACE STAIRS(3.STEPS) 2 CYS $ 7,500.00 5 15.000.00 2.26 $15.950.00 $1,050,00 '
0066 CAST'II4'PL.ACE STAIRS(2-STEPS) 2 CYS $.... 7,500.00 $ 15000 00 1.79....... $13,425,.00 1$1,67500(
0007 DECORATIVE RAILING 32 LET $ 350,00 $ 11,200.00 32.00 $11.200,00 SOAK); I
0068 DECIDUOUS SHADE TREE,2 IN CALIPER 6 EACH $ 365.00 $ 2,190.00. 6.00 $2,190,00 $0.00,
0069 EVERGREEN SHRUB,NO 3 CONTAINER, 67 EACH $ 43.50 $ 2,914.50 67,00 $2,914.50 $0.00,,
0070 DECIDUOUS SHRUB,NO CONTAINER 34...... EACH $ 46.50 S 1,581.00..... 34.00 $1,581.00 $0,00
0071 ORNAMENTAL.GRASS.NO 1 CONTAINER 120 EACH $ 10.50 $ 1,980.00 120-00 $1.980.00 $0.00
0072 PERRENIAL,NO 1 CONTAINER 200 EACH $ 16.50 $ 3.300,.00 200,00 53,300,00 $0.00
0073 GROUNDCOVER,4 IN POT 500 EACH $ 4.35 $ 2,175.00 500,00 $2,17500 $0,00
0074 INTEGRAL COLOR CONCRETE BAND 1,616 LET $ 36.00 S 58,176,00 1,621,50 $56,374,00 $198.00
0075 ASPHALT BLOCK PAVER-COLOR'A' 625 SYS $ 275.00 $ 171,875.00 179.67 $49409.25 (1$12w?,46575)
0076 ASPHALT BLOCK PAVER-COLOR'B' 36 SYS $ 524.00 $ 18.664.00 217.01. $113,711.57 $94,847.67
0077 DECORATIVE PLANTER ON PEDESTAL BASE '...�__..2 EACH $ 10,000,00 $ 20.000.00 2,00 $20,000,00 $0.00
0078 ASPFIALT BLOCK PAVER COLOR'C' 394 SYS S 245.00 S 06,530.00 404.46 S99,092..70 $2,562.70
FINAL AMOUNT OVER,$8118.58
DocuSign Envelope ID:AC19022C-A771-43C1-A176-659B1BBA1584
0079 Add MOT Pednstrvan Detour LS $ 2,767,63 $ 2,787 83 100.00/ $ 2 787 83 50.00
0060 Water Main Loasan Costs �® $ 14,031.45 $ 14 031.45 100.00% $ 14,039 45 $0.00
0061 Tuscany Bionic Upgrade 1 MEIMEINICIEMEMINMEEI 100-00/ $ 5.77220
m 0119 ScuuNpulur8 Fdn8 Lights Executive&Runge Line 1 iLS $ 4.2,677.00 $ 42,677.00 100.00% $ 42,677.00 $0.00
0120 .Duke Transformer Pad Went of VelaranslM ai Range Lire -- ---- 1 LS $ 10.518.00 $. 10.518.00 100,00% $ 10,518.00 $0,00
1111121.1121111111.11112221 EXCEZIESSESSEEMEMESSEENVIEMBRIUMMENESIBMINEEMEMBEENEEMBENIEMEMEMEMENEBSOK
0121 Croaked Slick Addd1onal Walk 1 LS $ 44,044.00 $ 44.044.00 10000% $ 44,044.00 $0.00
0122 Proscenium Add banal Walk --- I LS $ 89,416.00 $ 69.416.00 100.00% $...... 89416001$+0,00
0123 3rd Ave SW Slreeelscapc I LS $ 147,592.55 $ 147,592.55 100.00% ;'.$ 147.592 55 $0.00.
BEKEEREMEMESSIECErgerZEMEMEMBESIMESSEMNIESIMEMEMMIMPENFRIPPIIIMPURFPRRWMPIPPREBIEMP
0124 Irnogallon Revislens 1 LS $ 27,175.70 $ 27,175.70 100.00% $ 27.175 70 $0.00
0125 Planter Removal and Trees . 1 LS $ 7,59600 $ 7,598.00 100.00% $ 7,598.00 $0.00
SID TOTAL. $ 2,080,000.00 $ 1,121,788 09
GRANGE ORDER TOTAL:: $ 391,562.73 $ 391,562.73
RETAINAGE: $ 104,000.00 CONTRACT TOTAL. $ 2,471„562.73 PAY APP TOTAL: S 2,472,379.30
1