HomeMy WebLinkAboutCP2110 - Change Order 2 Docusign Envelope ID: 1145BEAO-E4F7-4A15-88FF-1553CB5FC8F4
CITY OF AUBURN
CONTRACT CHANGE ORDER AGREEMENT NO. 2
Contract No.: Contract 23-01
Project Name: CP2110 Auburn Reciional Growth Center Access Improvements
Contractor: Ceccanti. Inc.
4116 Brookdale Road E
Tacoma. WA 98446
The Contractor is hereby directed to make the changes to the Contract as described herein. This document and all attachments are a
supplement to the contract. All work, materials, measurements and unit bid prices for the type of construction involved shall be in
accordance with the contract documents of the above named project unless stated otherwise in this change order.
Summary of Proposed Changes:
1. Add Pay Item CO2-2 (Removal of Cement Concrete or Asphalt Flat Work)to the Contract. This price shall be full pay for labor,
tools, materials and equipment needed to remove the sidewalk shown in red on the attached Plan sheet markup. One working
day is added as a result of this added Work.
2. Add Pay Item CO2-3 (Special 2x2 Scored Cement Concrete Sidewalk)to the Contract. This price shall be full pay for labor,
tools, materials and equipment needed to install special 2x2 scored cement concrete sidewalk at the locations shown in red on
the attached Plan sheet markup. One working day is added as a result of this added Work.
3. The quantity of Item No.40(Cement Conc. Sidewalk)is reduced by 490 square yards.
The Contract time is extended by 2 working days.
Sec. Quantity Unit Price Total Price
Item Sch. No. Item Description +�) Units ($) +/_)
CO2-1 A 2-02 Removal of Cement Concrete or Asphalt Flat Work 1 LS 13,635.69 $ 13,635.69
CO2-2 A 8-14 Special 2x2 Scored Cement Concrete Sidewalk 760 SY 103.36 $ 78,553.60
40 A 8-14 Cement Conc. Sidewalk -490 SY 58.00 $ (28,420.00)
Subtotal $ 63,769.29
Washington State Sales Tax(10.3°/D)on applicable items $ -
TOTAL $ 63,769.29
Base Amount Total incl.Tax
1. Total Cost this C/O $ 63,769.29 $ 63,769.29
2. Total Cost Previous C/O $ 22,518.58 $ 22,518.58
3. Oric(inal Contract Amount $ 3,640,820.50 $ 3,694,546.38
4. Revised Contract Amount $ 3,727,108.37 $ 3,780,834.25
This change order constitutes full and complete compensation for all labor, equipment, materials, overhead, profit, any and all indirect
costs, and time adjustment to perform the above described changes. All other costs are non-compensable. All other terms and
conditions of the Contract remain unchanged.
Counterparts: This agreement may be executed in multiple counterparts, each of which shall be one and the same Agreement and
shall become effective when one or more counterparts have been signed by each of the parties and delivered to the other party.
nSigned by e �
Contractor: %`� / 3/24/2025
�o`�5i9 edbY°" Date
Project Manager: icisfro� 3/20/2025
DocuSigned by Date
City Engineer: iatob Swufi 3/20/2025
`22D7538C422F473 Date
D Signea by
Approved by: � 3/28/2025
Mayor, Ciiy of Auburn Date
Signedby
Approved as to form: Ijaiotn, 3/24/2025
City'A4fiorney Date
ENG-028, Revised 01/21
Page 1 of 1
Docusign Envelope ID: 1145BEAO-E4F7-4A15-88FF-1553CB5FC8F4
A3f7Trc•
SEC. T.21 N. R.5E, W.M. PAVING CONSTRUCTION NOTES eTHIS SHEET ONLY1
All new sidewalk installed lt4STM CF,,NT iXINC.TRAFFIC CURB AND GUTTER PER BOOT STD.PIAW ®INSTALL CF.L¢NT CCR:C _AWF'AtAY PEP CITE OF AUBURN STD.DET.
h?IW 32+74.9.0.0' ' -,. �, ,- �-1Q.S2 *STALL CEMENT CONCRETE CURE AND LITTER PAN Al T-31.1 EXCEPT IX?Nor PROVIDE iMPROVELENTS BEYOND EXISTING
after 1/22/25 should be MATCH ERISDIG t //_•�1 rC. IONS PER 1500T STD. PLAN F-10 16. RIG F-OF-WAY A 10 T E 7v7G EYISnh r)DRYYIAY AS DIRECTED BY THE
"S Special 2x2 Scored Cement 32+s}�. 2,.9'RT . 7�q 1y4,PL� / K20 This sidewalk on B St NE AZVALK PER CITY OFAlOuRN STD,DEL T-15.2. E"
TCYI FAWN,. / 'EPIIOMS T'r197U.^,-f Gfi1F_NAYS.
p ____ swe �, 0 INSILLL CEwEN1 CONC.PEDESTRIAN CURB.'ER WSDOT STD. PLAN
H +56,2, 21.6'FT \ 1 ,/ V/ II should have the standard FTI I4
JRB RAMP PER W'$D17T STD. PLAN F-40,13.
Concrete Sidewalk" except Q`�,W7;+;¢IIJ2G9.2' - �, " ,,
DLaCdTMLC WArIH,HO rA3Rrtq(:�a w'aDaa �o+m•rron TD t�uDa w.va.T.•�U.,en41,o)X 70 GRADE ANO REPLACE
2 1 4� x- . co +sAt sup o 463 ar:t u�•a ANCTICn.
as shown on B St NE. 4•101 E%4TUJG --, t /` finish (not special 2x2
yry„ry,,TW 32+5ti 2 24 2'id 3 r -- ;116,L+ CEMENT CONC.[MOW PEN CITY OF ADJl57 WATER YN.VE TO GRADE.
A7CH FJt15T1NG +._ L' I .-•hamGE UPDATE LD
•
,,, \\\`i - , . scored) TRIAL CEMENT CCAG v114£AAY PER CITY OF ADJUST WATER METER TO GRADE
LEGEND _ '3 �- �/, TO BE ADA COMPLIANT.
r -ti AOJLS WATER METER TO GRADE
�- t
IN3HT-Of-WAY -- �Yh1- R 4 A'T• 0 i-SA4.3. NTOWtI BRICK PAPER BAND PER 4"h OF�Y.r'+LIr.STD.OCT 0 r/JV-RACTOR TO ADJUST ERISTrt.0 GAS\ALV_TO GRADE.
EORMANENT EASEMENT •{ 5�, S� v J .• \ ., - . € 4 7 c• q RESTORE
e" - M TCjH EXITING ?$ I) �r`TALL AOANTOWN EDEOTRIAN CROSSWALK PER SITY OF AUBURN STD.
O
H
/�--^IA 32+a3;. J r `� TEW '15.R#--_G V- AAFJ.
FULL Da'.P1H FNF'MENY GHIt10 8 'W£RL4Y l�1 "''11 •!` 1 (� ;1 T 337.9.1T+1 PET.T- 3.t. TI.FROM TREE EYOVFL.CTO YACIHGEXIISSTING CONDITIONS.
AROUND
18A'RT Cri_ IDRE
6 7TW 3" `"' " Lt..- \ ""., -� Remove sidewalk shown in red.
r T *' �,pOa NNATE Wrt-IJDLIP( PRd710EN TO REST/ADJUST EXISTING GUY
CEMENT CONC. SIDEWALK 1• �= `x`'YATCM EXISTING 3V•1'' �� "-- 1.0 34.7' LT AIRE
L7ADTR.5,-i OP 1. 1 wry \
Id4' R, ,�='' # --� "�"'<LXIS9NG Replace with "Special 2x2 Scored
LCrANTDWTI1CK PAVER 2 6 a;W 34+04 1 245'IN i T. ti, "+W 3T+1Ti,9/;Y Q9 ADJIST IRRf�1TI0N VALVE 70 GRADE
c 7CN E%1571RO r. ,.k h'r r.9 LT
�'^ Cement Concrete Sidewalk" MONUMENT lY A PER DEW STD.DETAIL T.46.3.
0ORNIDWV 9RiCK PAIR RAND 111NT1RMTnn Oj T63Lt:ii.L._ \111 y,. _`5 ``-•+� TN a3+za 5.3q.t' L7L�
14.T' RT '` 51y�` M4TCt?DURING RESTORE E%ISTINO CURB AND CULLER TO SILTCH EXISTING CONDITIONS.
\ L, _ PA 33+26 2
DOBRTOW4 CROSSWALK m■■■ u■ d I'm 33+tF'I• l -� jai 1.' �j I� ANTALL FA>hl.__I. CURS Nlp PER YARNING
-A'Y F-s0.a2.INSTALL
m■■■ ■ ,1 I•,; GRAT Cf Lx15rINC cAN�CAPE WITH SIDEWAD(AND MATCH EXISTING
■uu■ a -i 1'1,R_T F~-``�-k-�- 24 j qy, -\ "-��` liY 3.'. F-4s Inn:aa;ut,tCT�.E WARNINf.�:1FN-F PER'N51X)T STD.P:,AFJ GRATE.
1+ ` 'QY" 1 2 NEY CEM NT CC EtE PEDE.
TOPSOIL. SOD,AND BARK RE$TORATON 29.6'AT - - - 52.4 LT Z!' 9TRIAN GJRB ALONG THIS EDGE OF
y • T. 1 L 1C�2 INSTAU.CUPS -FLAGS DL/.-FACED OD.MOUNTABLE.:1 i MENT CONCRETE ORN?YJAY AS$.T C CJ'i CRT OF AUBURN:TD.E E T-35.1 WIRi
WTI 33+83.2 ;9.a'RT -- Y 'i \ TILSFFIC C.RB PER CITY JAURR STD. DCT,T-47.1.INSTALL RAGSED $LOIED ASPHALT CONCRETE AS DIRECTED IN THE ENGINEER.
TCH EMSPNt • V 32.a'LT PAVEMENT•sl;rtt_ ANC •NEAI'DRs PEN CITY tF AQBURW 5?D.9Ei.
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Curnplsled By:
1 2/19125 C.O. #2 I BY" ETA I REVIEWED BY
F` i SW V I nr^.tl 1 1T Uh9NsJY4 y.-IL
a I PROJECT MANAGER: PROJECT NO.
Rraawaq ICAO R7m/1?N4 ��^a y CP2110
1APlr•o.alIcArrl 07RP2024 I ''$oiJ canoe �` ' �' I r:uar AUBURN REGIONAL GROWTH CENTER CONTRACT NO.
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