HomeMy WebLinkAboutCO 06Contract Title:
Contractor:
Contract No. :
Federal Aid No. :
Change Order No. 5
Williams Ave 5 and Wells Ave 5 Conve6ion Project
Cascade Civil Construction
cAG-20-001
HrPUr-STP 9917 (034)
I Ordered by Engineer
I Proposed by the Contractor (VECP)
E Unilateral
By:Bya
Y/^*-.-_
Re dent Engineer
Reviewed By:
D ate ngineer{CityotRentonTEnsportatioD Date
Desi8n ManaBer)
Consent By:
tl,{i^ ^ 0^^'1")qlzu lzt
Amount Working Days
Origlnal Contract:57,733,4?2.80 250
Current Contract:58,351,422.80 182
Estimated Net Change This Order:S27o,ooo.oo /'0
New Contract:58,62L,422.80 2AZ
Engineer of Record
Reviewed By;
City of Renton Project Managpr Date
Reviewed By:
Date SUrety (6reater than 25% cost andlo.2(y. Date
time increase)'*
W-4 1fr
ontra
Executed By:
Date
city Attorney D ate City of Renton Public Works
Administrator / Mayor
Date
Change Order No. 06
Contract Title:Williams Ave S and Wells Ave S Conversion
Contract No.cAG-20-001
Project
Page 1 of 19
I
CAG-20-001, CO #6-21
5-26-2021Approved by Cheryl Beyer via 4-13-2021 email
Reason for Change:
The existing Century Link concrete encased duct banks crossing South 2d Street between
Burnett Avenue South and Williams Avenue South were placed above the existing 12-inch clay
sanitary sewer pipe. A consistent Srade PVC replacement for the original 12-inch clay sanitary
sewer pipe would directly conflict with the existing concrete encased Century Link duct bank.
To mitigate the direct conflict with the Century Link duct bank, the Engineer modified the
sanitary design under Field Directives #66 and #68.
Materials:
Sanitary Sewer Manhole, 48 lnch Diameter
Sanitary Sewer Manhole, 72 lnch Diameter (Owner Provided)
Kor-N-Seal Boot or approved equal
PVC - C900 Sanitary Sewer Pipe
Pipe Zone Bedding
Trench BacKill
C900 Drop Connection Fittings
Controlled Density Fill
Cement Concrete for Pavement
Cement concrete for Curb and Sidewalk
Dowel Ears
Tie Bars
Epoxy for Bars
Plans:
Sheet 57 - SEWER PLAN & PROFILE STA 196+00 TO STA 200+50
City of Renton STD. Plan 402.2 - INSIDE DROP CONNECTION FOR SANITARY MANHOLE
Change Order No.
Contract Title:
Contrac{ No-
06
Williams Ave S and Wells Ave S Conversion Project
cAG-20-001
Page 2 of 19
THE CONTRACT IS MODIFIED A5 FOITOWS:
Description of change:
The Contractor shall install sewer manholes at 2 and Burnett and at 2'd and Williams and shall
install C90O PVC sanitary sewer pipe from station 197+05.55 to 199+95.98 as described in Field
Directives #66 and #58. The Contractor shall install a sewer bypass system per the approved 5
2nd Street Williams to Burnett Temporary Sewer Diversion. The City of Renton will provide a 72-
inch manhole replacement for manhole 12322.
Extension of Time:
The Contractor shall submit a written request for time extension per Standard Specification
section 1-08.08 for evaluation by the Engineer. Additional working days are not addressed in this
change order.
Equitable Adjustment:
This Change Order will include an equitable adjustment per Section 1-09.4 of the 2018
WSDOT/APWA Standard Specifications. The bid item quantities and costs associated with
original sanitary sewer work from 197+05.55 to 199+95.98 shall be deleted. Payment for the
change order work shall be made by force account only.
Sections 1-04.4 and 1-04.5 of the 2018 WSDOT/APWA Standard Specifications shall govern
thas Change Order. The Work ofthe referenced contract is modified to include the changes
detailed herein. The payment provided for herein shall constitute force account settlement
for the direct costs of labor, equipment, materials, overhead, profit, and permit fees. All
other claims that may be made by the Contractor as a result of this change shall be evaluated
upon Contractor submittal of w.itten request for time extension per Standard Specification
section 1-08.08.
Attachments:
Forms to be attached to Change Order
a Plans
El Field Directive
E Change Order Quotation
A Estimated Change Order Cost
A Project labor List
tr Force Account Equapment Rate Request (DOT Form 422-010 EF)
tr EquitableAdjustmentDetermination
Change Order No
Contract Title:
Contract No.
06
Williams Ave S and Wells Ave S conversion Project
cAG-20-001
Page 3 of 19
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FIELD DIRECTIVE
Wriiomr Avc S ond wc[ At S
Co*roa Pqcct HF1J|--STP 9917 (05.i)cAG 2o-001 y22no2l
2nd
F*U Ot di- N.
066
Co.<od. Cirl Co..r,scl.oo
5oj fillL Are SdrL sr. lOO, Sod.. wA !Alo4 I p 2o5 a36 66
The followirE ir docum€ntation of an oral o.der Siven by the EnSaneer pet WSDOT Speciri.ation lol.'t
The contractor st|.ill replace 5heet 37 with the attached revised sheet 57- Ih€ Oty of R.nton will provide the Proposed SSMH 72"
for 2nd and Burnett This will be provid€d by 3/2612021.
Pleale provide a revised bypasi plan and a revired t .tfi. control plan for thls revised work.
The wolk tg remove th€ existlnt sanatary sewer plpe and manholes and to install the proposed sanifary sewet ,ipe and manhol6
will be tra*ed and paid by fo.ce a€count.
Rqld €,gi,Ed (a R!F*ntoti-)
Jdd6rl*3n2no21
Cnangs Order t6 - Pag€ 6 ol t 9
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IEE OF APPROPRIAI€ SZE
60'MrN
FOR NEw
-
MANI.IOTES
USE ROMAC CO{JPLING OR
APPRO\EO EOIJAL TWEN
CONNECIING IO AN IXISTING
sEwtR vA$t 7
I
-RELINER.. BRAND STAINLESS
STEEL AD.X.jSTABLE CLAMPING
BRACKE]S OR APPROVED EOUAL
SEE NOTE 7
90' BEND EMBEDDEO IN CONCRETE
1/2 THE DIAMETER OF
THE DOVTNSTREAM PIPE
N TES:
I. SANITARY SEYIER DROPS ARE O'II-Y TO BE USED I'POI{ APPROVAL 8Y 'I}IE WASTEWATER
U1ILITY SECNON.
2. DROP PIPTS ANO fIITINCS SHALL BE PVC SDR 35 t!'tEN COITNECTING TO ALL EXISTING
SEViER YAIN MATERIALS EXCEP] DUCNLE IROI.I. USE AV'f,'A CgOO PIPE AND ATVWA C9O7
FITIINC *IIEN CONNECTING TO OUCTILE IRON SEVIER MAINS.
3. MINIMUM SIZE MANHOLE FOR INslOE DROP CO'INECTIoI'I SHAL 8E 60, DIAMEIER.
4. CO{NECTIONS TO MANHOIE SHALL BE CORE DRILIfD AND USE KOR-N-SEAL BOOIS
OR APPROVED EQUAL.
5. USE RO AC COUPLING OR APPROIED EOUAL WI{EN CONNECTING TO AN EXISTING MAIN.
6. WTHIN A 60" DIAVETER MANHO{,E, 1HE MAXIMUM ALLOWABLE OIAMETER OF THE INSIDE
DROP PIPING IS I2-, INSIDE OROPS EXCEEONG 12" IN DIA}JEIER OR MULNPLE DROPS
SIALL BE REVIEI{ED BY
'HE
WASTEIYA1ER UTILITY AND MAY REOTJIRE A LARGER
DAMETER MANHOLE.
7, .REUNER.. BRAND S1AINLESS SIEEL ADTJSTABLE CLAMPiNG BRAO(ETS OR APPRO\ED
EQiJAL SIIALL BE INSTALLED I,TTHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH
OROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CEN1ER STRAPS SHALL BE
INSTALLED WTH A MAXIMUM SPACING OF 4 FEET ON CEI{TER, BRAC{ETS SHALL BE
ATTACHED U]ILIZING STA'N|ESS SIIEL EXPANSIOI.I BOLTS, IIIN. 2 EACH AT
CONNECNON POIN IS,
8, MANHOLE CO{E SECTION ANO ACCESS LADDER MAY I{EED IO BE RELOCATEO IO ALLOW DFOP
PLAN - 402.2
Martin Pastuchd}/26/2INSIDE DROP CONNECTION
FOR SANITARY MANHOLE
PUBLIC WORKS
DEPARTMENT
Charge Order S6 - Page 8 ol 19
0
f',' Penteer
FIELD DIRECTIVE
!O5rii[^r.e5o,i 5t .!m.s.o, ..w 9a|(l IP?06.56.05rs
Wllions Ar 5 ond WCr Aw S
Co.siio Prci6'HtP( I-STP 99t7 (034)cA6 20-00t 4tv202t
Fidd oir..l* Ot5lpli@
Wot.' n.tii,|t or 2nd dd &,nctl 066
Co!&d. Cnil Co.5tluciu
The followlng is do.umentatioo ot an oral order given by the Engineer per WSDOT Specification 1{4.4
The Contractor shall pe.form the following work at the 2nd and Burnett intersection to facilitate the installetion ofthe propGed
72' sewel manhole.
R€move dr. existin8 concrcte p.vement, curb, and sldewalk as shown below and as indiceted in the field
Excaydte to below the existint water maih.
Shore fo, the city of Renton installa 2il" butterfh valve.
Sackfillthe 24" butterfly valve o$ce lt i! installed.
lnstall cement conoele pavement, curb, and iidewalk lo iestore the impacted area.
Remove the existint th.ust blo.* to the NE ofthe existin8 sewer marholc at 2nd and Eumett.
lnstall new thrust blocks et the eristing tee to the NE olthe proposed 72" sewe. manhole.
provide t affic control for allwo.k.
This work will be tracled and paid bv torce account as part o, future change order
P'oFct Eisiag (d R.p..eto'ic)
lqd6fl@ aIL2a2t
Clrange Order *6 - Page I ol 19
Sanitary Sower on 2nd frorn Burnefl to Walliams ' CharBe O.der Ouolatio.l
PO Box73457
Puyallup, WA 98373
Office (2s3)302-0483
Offi ce Fax (97 1l.2L6-007 9
Estimating Fax (503)981-1161
S 3o,ooo
$$s,ooo
^A\
Attn
CASCADE
.ICUlrGIEEqEf,l.
March 241h,2027
coR 420001-081
Perteet, lnc.
38579 SE River Street Suite 1
PO 8ox 908
Snoqualmie, WA 98065
Proiect Williams Ave South & Wells Ave South conversion Proiect
cAG-20{01 FA H|PUL-STP 9917 (034)
420oo7
2d street sewer
Rahmi Kutsal - Construction Manager
cCC Jo b No.:
RE:
Rahmi:
We are in receipt of Field Directive #66 directing revisions to the sanitary sewer installation on
2d Street and adding two new manhole installations. As requested, we are providing an
estlmate of the force account cost for thls added and revlsed scope.
The sewer bypass system will require revision to accommodate the removal and installation of
a new 72" manhole at 2d & Bumett. A second pump setup south of the intetsection on
Burnett, piping, road ramps, etc, will be required. Further revision will be required to install the
new 48" manhole at 2nd & Williams. A total of 3 pump setups, piping, road ramps, etc will be
required for this installation.
lnstallation of the new manholes and the revised pipe require additional time and materials.
The City will provide the new 72" manhole. On-site modifications may be required once we
have assessed the structure. We believe 8-10 shifts will be required to remove the two existing
manholes, install the two new manholes, remove the existing 12" sewer and install the new 12"
C9O0 at the revlsed profile. This will include hauling and disposal of excavation, as well as
shoring equipment. We believe it is prudent to utilize hydro excavation methods to expose the
exi5ting gas line along the trench at several locations tg have positive location of it as the sewer
work advances.
Cha{e Order {6 - Pag€ l0 ot l9
. sewer Bypass Revisions
. lnstallation of new manholes and revised C90O pipe
Sanilary Sewer on 2nd ,rom Burngtl lo Wlliams - Change Order Orotation
. Test & TV pipe, finish structures and adjust castlngs
. Revised Survey
. Additional sawcuttint and corint
. Additional traffic control devices & equipment
s 4,000
S 3,ooo
s 3,ooo
S 1o,ooo
There are additional costs incurred as a result ofthe conflicts which were identified in RFls #72
& #73. These lnclude the standby of the sewer equipment and bypass gear from 03-15-2021 to
03-29-2027 as well as the efforts expended the week of03-0&2021 in preparation for the
sewer work. This is approximately S35,000.
Hydro excavation during the sewer work is approximately $15,000
The total of this estimated cost based on force account rates is 5255,000. We believe that the
sewer changes have affected the project schedule by 5-6 weeks.
R
Hayner -ral Manager
Cascade Civil ction, LLC
2 CharEe Order #6 - Page t I ol 19
Sanitary Serer oo 2nd from Burnell to Williams ' Eslimated Change Order Cost
Change Order Cost (Equitable Adjustment)
Proicct arle: Wllliams Avenue S & Wells Avenue S Conversion Proj.d
(.ontraator': Caicade CMI Construction
Contracl Noi CAG-2Gm1
FederalAid No: HPUI-SIP 9917 (34)
ConstructbrM8nat.r: Perteet
Change Order No. 6
By: Jordan Howe
Datet 4l72l2o2t
CALCULATED TOIAL
€STIMATED TOTAL
s295,791.7a
s30o 134.11
Unit Price Estimated CoslQuentityUnitBid ltem No.Descaipton
4a347;tA Eslimatetabor
29%,')D 5-407 :: : :Labor Markup
31s88 EstimateD 6-407 Equipment
2L%fquipment Marlup
.'.30610..IstimateD 6-407 M.terials
21%Materials Markup
1700o Estimate $ 1.00D 6-407 Services
2L%Services MarkupD 6407
Estimate' D 6"407'Mobilization
57500 Estimate. D 6.{,0?Subaontractor
5$,317.14
S14,020.76
531,588.0o
s6,633.18
s30,610.00
56428.10
s77,000.00
s16,170.00
ss7,s00.00
s6,9@.Oo
So.
D 6-407 Subaontractor Markup
Bld ltem Change
-s6,240.0O-40 s 1s6.ma3 - 120 Removal and Replacement o, UrEuatable Foundation Matetial
S 123.00 -512,300.0o-100 LFA3 - 722 furnish and lnstall 12 ln. oiam. Pvc c900 sewer Pipe
-s2,160.00-90 ION S 24.mA3 - 123 8an* Run Gravelfor Trenah Be€kfillS€wer
-s1,490.00s 715.002Adiust Sewer Manhol€D - /t02
s 230.00 -$230.00IShoring or Extra Excavation Trench
-s25,s22.s0LFs 123.00-207 .sD - ,104 turnish and tnstall 12 ln. Diam. PvC C900 Sewer Pip€
s 24.q)-s6,960.00-290 TONEank Run Gravel for Trench BactfillSewerD-405
-ss4,902.50TOT
Overheed
So.ooByASreementPer attached determination
s24s,231.61Calculated chanSe order cost (Without Sales Tax)
s24,768.39Sales Tax for Calculated Chan8e Order Cost (10.1%l
s270,000.00Estimated Change Order Cost (With Sates Tax)
@
Chanoe Order *6 - Page 1 2 o, 1 s
foraa Acaourt s 1.00
S 1.oo
S 1.oo
D 6-407
s 1.m
CY
EA
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ti,i PERTEET
PENI6ET COM
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Sanilary Sevrer on 2nd frora Burneli to willhnrs - Projed Labor Llsf
May 29,2020 Serial Letter # 5
Brian Fry
Cascade Civil Construction, LLC
P.O. Box 73457
Puyallup, WA 98373
Williams Ave South & Wells Ave South Conversion Project
City Proiect No.: CAG-2G{X)1 Federal Aid No.: HIPUL-STP 9917 (034)
RE: Response to serial l-etter #4 (Force Account Labor tjsts)
Brian:
Thank you for providing the Project Labor List in accordance with 1-09.5 1. There are no
exceptions to the project labor list as provided. For any consideration of payment for small
tools as requested in Serial Letter f4 the requirements detailed in Rahmi Kutsal's 5/13/2020
email must be met (these requirements are all detailed in the WSDOT Standard Specifications
and the WSDOT/AGc Equipment Rental Agreement).
lf you have questions or comments, please contact our office.
Res ly,
Howe
42s-304-7283
Change Order {5 - Page 1 4 ol 1 9
CASCADE,-ltIItlni:rrEld:rrrrtr
PO Box73457
Puyallup, WA 98373
Office (253)302-0483
Office Fax (97 7)2L6-OO7 9
Estimating Fax (503)981-1161
^A.
Sanaary Sewsr on 2nd lrom Burnel{ lo Williams - Proj€cl l-"abor Lisl
Perteet, lnc.
38579 SE River Street Suite I
PO Box 908
Snoqualmie, WA 98055
Proiect
CCC Job No.:
RE:
Attn:
Williams Ave South & Wells Ave South Conversion Project
cAG-20-001 FA H|PUL-5TP 9917 (034)
420mt
Force Account Labor Lists
Rahmi Kutsal - Construction Manager
Rah mi:
Please find attached our Force Account Labor Lists. The contract provides for the owner and
contractor to negotiate the cost of small tools. We propose adding 2% to the labor component
of each force account record to account for small tools, rigging, consumables, safety, and
supplies.
Please contact us if you have any questions concerning this issue.
Respectively,
fuisnClg
Brian Fry - Proiect Manager
Cascade Civil Construction, LLC
Change Order ,6 - Page 15 ol 19
1
Match 24,2020
coR 420001-004
Sanitary Sewer on 2nd lrom Burnetl 1o Williams - Proiecl Labor Lisl
Tim Hayner
From:
Sent:
To:
Subiect:
Mandy Lopes
Thursday, June 6, 20I9 12:16 PM
Tim Hayner; Laurie Tapia
WC EXPERIENCE RATES
Rate notica printed on OllO2lZOl9
Accourx lD
Business nante
Ac<ount manag€r
802.392-03
CASCADE CIVIL CONSTRU ClT ON
JAN BENTLEY 360.902-1652
Ctick on the Risk ctass number for a detaited description of horv your risk ctass rates and your emptoyees' payroll
deductions ere catculated.
te notice printed date: Ol f0212019 Rate notice €ffective date: 0l /01 /2019
lofl << Pravi0ls I Next >>Jffirp to PiSe I
Clrss CLsB Dc5crtstion
0-1 Road Cmstructron NOC
07 tjlitty lins constunderground
00 Sel|er Const/Seplic Taflk hsl
04 Clerical Ofiice NOC & Drattsmn
lall .
Experl€nce Aacts€ntFedor Fund f*edical Ai,
(Ef x (AF. },A+
1.0000 r.5016 0.4002
1.m00 1.5/t85 0,5819
1.0000 r.3892 0.6059
1_0000 0.0221 0.0160
<<'Prtr,lou5 ! Next t'
0.0226 0.1120
0.020't 0.1120
0.0&3 0.1120
01
01
01
49
Stay At
Work
5 WP)
0.0219
Supgleflental
Pcr6irn
r SPr=
0.r120
\6tr Rat€
2.235i
2.2650
2.127?
0.1504
PayroltMrclion
ita
0.36700
0.35825
0 36S00
0.06tr5
Jump to pa8€Go
Change Order s6 - PagE 1 6 o{ 1 II
& c..!. r^.^-
Go
Sanitary S€{er on 2nd kom Bunrert to Wlliams - Projecl Labo. List
WASHINGTON LABORERS . WEIGHTED RATES Effective UN4I2O2A
Road Rates (L&l Rates effective 4/ 11/19)
Group2A Group 28 Group 2C Group 3 Group 4 Group 5
Traffic
Contrd
Supervisor General Pipelayer Lead P/L ForemanFlagger
Traffic Control
Laborer
Hourly Rate
BenefiIs (1)
Federal Taxes (2)
State Taxes (3)
L&l Road
PTO (4)
PFML (5)
$ 31.48
$ 12.53
$ 2.66
$ 1.90
$ 2.24
$ 1.10
$ 0.18
$ 40.17 $
$ 12.53 $$ 3.3e $$ 2.42 $
$ 2.24 $
$ 1.32 $$ 0.21 $
$ 34-47 $ 37.21 $
$
$
$
$
$
$
U
$
s
5
$
$
$
$
$
$
$
$
$
12.s3 $
2.9r $
2.08 $
2.24 s
1.18 $
0.19 $
12.53
3.14
2.74
2.24
1.24
o.20
39.23
12.53
3.31
2.36
2.24
,1.29
o.21
40.81
12.53
3.45
2.46
2.24
1.33
0.21
43.17
12.53
3.65
2.60
2.24
1.39
0.22
Health & Welfare
Pension
LECET
Training Fund
(2) Federal Taxes
FICA
MC
FUTA
(4) PTO 1140 -- 2.s%
(5) PFML 0.4% x Gross
$ 52.08 $
$ 68.91 $
$ 87.01 s
6.60
4.79
o.14
1.00
$ 12.53
8.45%
6.02o/o
2.50%
O.4Oo/o
55.s9 $
74.05 $
93.87 $
58.80
78.76
100_15
$ 61.17
$ 82.23
$ 104.79
$ 65.80
$ 89.00
$ I 13.82
$ 62.28 $ 63.03
$ 83.84 S 84.95
$ 106.94 $ 108.4r
$
$
$
$
Slraight-time
1-1l2 Overtime
Double Overlime
(3) State Taxes
UC
6.20%
1 .45"k
0.80%
Change Order *6 - Page 17 ol 19
Sanirary Sowsr on 2nd lrom Burnett lo Williams Proiecl Labor list
WASHINGTON OPERATORS - WETGHTEO RATES Effective 01'21'2020
Road Rates (L&l Rates effective 04/1 '1,/19)
Grou lA Gmu
48.63
22.47
4.11
2.93
?.24
1.78
0.28
1 G 2 3 Grou 4 Foreman
Hourly Rate
Benefits (1)
Federal Taxes (2)
State Taxes (3)
L&l Road
Pro (4)
PFML (s)
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
c
$
$
$
$
$
$
$
$
$
$
$
47.94 $
22.47 I
4.05 $
2.89 $
2.24 |
1.76 5
0.28 $
47.33
2?.47
4.00
2.85
2.24
1.75
0.28
46.80
22.47
3.95
2.82
2.24
1.73
o.28
43.83
22.47
3.70
2.64
2.24
1.06
0.27
52.13
22.47
4.10
3.'14
2.24
1.97
0.30
Slraight-time
1-1l2 Overtime
Double Overtime
(1) Benelits:
Heallh & Wetfare
Pension
Training Fund
(2) Federal Taxes:
FICA
MC
FUTA
(3) State Taxes
UC
(4)Pro'tt4o = 2.5%
(5) PFML 0.4% x Gross
U
s
$
82.43 $
108.35 $
136.32 $
81.62
107.16
134.74
80.29 $
105.20 $
132.13 $
76.80
100.10
125.32
$8 6.54$ 80.91 s
$ 106.11 $
$ 133.34 $
$ 114.36
$ 1,14.35
$
c
$
8.57
13. r5
0.75
Group 1A:Cranes 10G199 Tons
Loadar 10 yd or More
Group 1:Loader Gg Yd., Shop Mechanic
Backhoe $6 Yd.
Grcup 2: Loader 4 Yd.
Bacfihoe -3 Yd.
ScraPer
Grader (finish)
Field Mechanic: Group 2 +$0'30
Group 3:Dozer Dg & Under
Grader (non-rinish)
SeMce/Grade Engineer
Backhoe -75 HP
Group 4: Roller (finish)
Grade Checker
$ 22.47
6.200/0
1.45%
0.80%
8.45o/o
6.O2%
2.50o/o
0.40%
Change Order $6 - Pa0e 18 of 19
Sanilary Se*er on 2nd lrom Bumett lo Williams - Proiecl Labor Lisl
X'Pentggr
so55rA^v.ii t \r. !OO. ld&. $/A 9aO. I I 206 a!6 G6
EqJPMEMT O€NTrrancr'r
Urq. Molc. Modc;, P*,. at )
LD-94rO 2OI6 DEERE 544K 4.WD ARTICULATED WHEEI. LOADIR I 61.43 $ 14.43
MB.r5 2O2O STANLEY MBIsEXS HYDRAULIC IMPACT 8Rf AX€R t t2.73
PV.3)9 2020 F@DF.ttu 1X4 OT{.HIC;IIWAY LIGJiT C{JTY TRI'CK5 t t625 t 357
TR.355 2020FORDF.550 OI{.HIGHWAY LIGHT DJTY TR(JcXS t 22.4 t 5.00
TR 9!]2 ?020 4x225( 6VW ANDACCESSORTES ON+NGHWAY TRUCK TRACTORS t 59.87 t 13.43
RS-320 2O2C EL6IN SWIEPER RS32O DUAL ENGINE PAVIMENT SWETPIR t n2 5a I 18.67
85US8 3 2020 HTTACHT ZAXS CRAWIfR MOUN'TEOHYDRAIJTK EXCAVATOF $ 55.83 t 16 97
T&425X.5 BTtT8.425X S ITYDRAULIC IMPACT BREAKIRS t t7.75 t 5.26
LD 963J 2o2OHITACHIZWlaO 4.WD ARTICULA]TD WHETL LOAD€R I 51.16 t 16.39
TR.972 2O0l 6ra,lzY BJMP TRUCK ON.HIGHWAY REAR DIA,iP t 502a , n.85
EX.a122 20?0 KouaTSu rc t38u5r.c r4r CRA\r,ttR MCIJNTED HYDRAUI-IC EXCAVATOR i 82.50 a 21.27
TR.9(lo 2020 4X2250A ON.I-IGHWAY WATIR TANKTR I 28.4.4 I 7.5r
T8-250 2OO2 TAKEUCHITB25O CRAWtf R MOUNTTD HYORAUTIC EXCAVAIOR t 28.t1 $ to.n
TR.t0r9 2020 4X2 t 140 ON-ITGHWAY TIGHT D' TY IRL'CKS $ 24.59 J 5.28
LD 95JO 2020HtTACHZW220 4.WD ARTICTI.ATED WTETL LOADGR t 78 53 I 25.0r
t\, cmP 185 2020 SULTIA|R |25DF?D PORTASL€ ROTARY SCRIW AN COJVPRTSSOR i 12 52 I r.45
Change Order #6 - Page 1 9 ol 1 9
Coi(odc Civil Co.|3ku.rion
HTPIJL-STP 99r7(O3{ }
cAG-20-00t
Lo. "19EA9-C9V |\]- EayI'M g!.r- lLsf
Wilions Avc 5 od Well: Av. 5 Convc.ro^ Eoj..'
Cooko(t No.
CONTRACTOR: Coscod. Civil Consiruoio.
t 3,161
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