HomeMy WebLinkAboutSCI Infrastructure CP1201 Contract # 12-08 CONTRACT
Contract No. 12-08
THIS AGREEMENT AND CONTRACT, made and entered into, in triplicate, at Auburn,
Washington, this ote day of , 2012, by and between the CITY OF
AUBURN, WASHINGTON, a muni pal c4poration, and, SCI Infrastructure, LLC, 2825
South 154a' Street, Seattle, WA 98188, hereinafter called the CONTRACTOR.
WITNESSETH: That, in consideration of the terms and conditions contained in the Contract
Documents entitled "CP1201, 2012 LOCAL STREET PAVEMENT RECONSTRUCTION
PROJECT,"which are by this reference incorporated herein and made a part of this Contract,
the parties hereto covenant and agree as follows:
I. The CONTRACTOR shall do all work and furnish all tools, materials and equipment for
Project CP1201, 2012 LOCAL STREET PAVEMENT RECONSTRUCTION PROJECT —
constructing approximately 3,100 linear feet of street, storm drainage, and water main
improvements, including excavation of existing roadway pavement and subgrade, new
asphalt concrete roadway pavement overlay, cement concrete curb and gutter, driveway
reconstruction, sidewalk reconstruction, storm drainage collection and conveyance, water
main and residential service replacement, and other items necessary to complete the Work for
a unit bid price of one million two hundred thousand eight hundred eighty-one dollars
($1,200,881.00) and Washington State Sales Tax of thirty thousand two hundred eighty-six
dollars and eighty-six cents ($30,286.86) for a total contract value of one million two
hundred thirty-one thousand one hundred sixty-seven dollars and eighty six cents
($1,231,167.86) in accordance with and as described in the Contract Documents which are by
this reference incorporated herein and made a part hereof, and shall perform any alterations in
or additions to the work provided under this Contract and every part thereof.
This Contract shall be executed by the Contractor and returned to the City within 7 calendar
days after the receipt of the dated notification of award and the Contract time shall commence
within 5 working days after execution of the Contract by the City and so designated on the
Notice to Proceed. Physical completion shall be within 75 working days of the date on the
Notice to Proceed.
If said work is not completed within the time specified, the CONTRACTOR agrees to pay
liquidated damages to the CITY OF AUBURN, as specified in Section 1-08.9 (Liquidated
Damages) of the Standard Specifications.
The CONTRACTOR shall provide and bear the expense of all equipment, work and labor of
any sort whatsoever that may be required for the transfer of materials and for constructing
and completing the work provided for in this Contract and every part thereof, except such as
are mentioned in the Contract Documents to be furnished by the CITY OF AUBURN.
I.I. The CITY OF AUBURN hereby promises and agrees with the CONTRACTOR to
employ, and does employ the CONTRACTOR to provide the materials and to do and cause
to be done the above described work and to complete and finish the same according to the
Contract Documents and the terms and conditions herein contained and hereby contracts to
pay for the same according to said Contract Documents and the aforesaid proposal hereto
attached, at the time and in the manner and upon the conditions provided for in this Contract.
c/-
CITY OF AUBURN
CONTRACT CHANGE ORDER AGREEMENT NO. 2 Q�6'(�.
Contract No.,Project No. and Project Title: Contract#12-08, CP1201, 2012 Local `�Zo CF
Street Pavement Reconstruction `
Contractor Name and Address: SCI Infrastructure, LLC
2825 South 154th Street
Seattle, WA 98188
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 Contract time is extended by 3 days due the delay while waiting for Puget Sound Energy to relocate gas
services on 22nd St SE and 27th St SE and Puget Sound Energy, Comcast, and Century Link to relocated a
utility pole on the corner of 22nd St SE and M St SE.
2. Contract time is extended by 3 days due to the revised storm drainage design on J St SE per Change Order No.
1 requiring additional adjustments of the existing water service lines which were in conflict with the revised
storm line location.
3. Contract time is extended by 4 days for the replacement of the additional 2-inch water service at 2852 F St SE
and two 1.5-inch water services at 2812 and 2814 H St SE. The work for these additional water services is
complete and paid for
The Contract time is extended by 10 days.
Sales
Item Sch. Sec. No. Item Description Quantity Units Unit Price Total Price Tax
(+/ ) (S) (+/ ) (Y/N)
1:'..�. . . .t ..A. _.m..4"•. .. _ :.tee}` ..1• ..
•5. u. :'*" ? ry ,' `�.. :,' 'i ..;�L;'�[t. '{ .,.:.,. ,ja :.i n.•^-h:. .L t :; "'''
Time E.tei7sioii oil No Clrnnges to Birl Ueins.
Subtotal $
Washington State Sales Tax(9.5%)on applicable items $
TOTAL $
B'ase_ AmounY;" °Totals'incl.Ta`x,
P: Total Cosf--this C/O:`.•`.° $' r.
w ;$
2:"I'otal'Cost'•Previous C/O -. .28,591.00; 1,,, 28,591.00,
3. Oii ihafCohtract Amount._ _., __ 'wf: _..`^ a! $ ."i1;200;88IWO?; "$ .11;23'1;167.86
4 -Revised Cohtract Amount' '$ 11229,472.00. ,. '$1,259,758.86
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-compensible. All other
terms and condition of the contract remain unchanged
Contractor;
Inspector-
Project Manager- 1 Y 2
City Engineer-
Date
Date
Approved by
/Il•(rl'(lr, Date
H.\Forms\ChangeOrder.xls
III. The CONTRACTOR for himself, and for his heirs, executors, administrators, successors,
and assigns, does hereby agree to the full performance of all the covenants herein contained
upon by part of the CONTRACTOR.
IV It is farther provided that no liability shall attach to the CITY OF AUBURN,
WASHINGTON by reason of entering into this Contract, except as expressly provided
herein.
IN WITNESS WHEREOF the parties hereto have caused this Contract to be executed the day
and year first hereinabove written.
Cl: WASHINGTON
r
By
Peter B. Lewis,Mayor
Countersigned:
thiday of 2012
ATTEST
Danielle E.Daskam,City Clerk
APPRO AS TO FORM.
DaVB.Y4eid7,tAt,orney
SCI INFRASTRUCTURE, LLC
By
Authorized Official Signature
C/T
CITY.OFAUBURN
CONTRACT CHANGE ORDER AGREEMENT NO. I
Contract No.,Project No.and Project Title: Contract#12-08, CP1201,2012 Local
Street Pavement Reconstruction c"9•+ '�
Contractor Name and Address: SCI Infrastructure, LLC
2825 South 154th-Street
Seattle,WA 98188
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 to
accordance with the contract documents of the above named project unless stated otherwise to this change order
Summary of Proposed Changes:
1 Install storm drainage line on J St SE per attached revised plan sheets to avoid conflict with Century Link
duct banks on 2nd St SE. Cost to transport and restock the 12 inch diam.PVC storm pipe already onsite
will be paid by lump sum as specified below. A price increase for the additional 12 inch dim.ductile
iron storm pipe needed for this change order will be paid at the unit price specified below. All other work
items will be paid at their respective unit bid prices. Contractor has been given verbal authorization to
start the work on 10/8/12.
The Contract time is extended by 1 days.
Sales
Item Sch. Sec.No. Item Description Quantity Units Unit Price Total Price Tax
Restocking Fee for 12 inch Diam.PVC
C01-1 A 7-04 Storm Pie 1 LS LS $ 1,200.00 N
C01-2 A 7-04 Ductile Iron Pipe,Special Class 52,Storm 470 LF 91.70 $ 43,099.00 N
Pie 12 inch Diam.
29 A 7-04 Solid Wall Polyvinyl Chloride(PVC) _470 LF 32.40 $ (15,228.00) N
Storm Pi a SDR-35 12 inch Diam.
32 A 7-05 Catch Basin Type l 1 EA 895.00 $ 895.00 N
33 A 7-05 Catch Basin Type 2,48 inch Diam. I EA 1,575.00 $ 1,575.00 N-
d? A 7-05 Catcli Basin Type-2,72 inch Diam. -1 EA 1 2-,950.-00 $ 2,950.00 - N-.
Subtotal $ 28,591.00
Washington State Sales Tax(9.5%)on applicable items $ - - -- - - -
TOTAL $ 28;591:00
28,591.00 '1`$rL ,.�Z$', I'001
Z. T taLCostPrevtons_C/O,.:,...,_;.E. '', '.;._.-. o- 9a _ .-. . =.
3. . . 881-00. $n23A187i8fi
4
_}2eviseil'',CoRtracC.lmo\tgf( """' $ A,'229,;472:00:' j1;259,'75$:$6`=
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-compenstble All other terms
and condition of the contract remain unchanged.
Contraeto -
Inspector• De"
Project Manager- o/ Dale
City Engineer* O �1 Z °i
Approved by -1 V LO1L
Mayor,City o rn Date
H:\Forms\FCO25.xls
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1 W' SEE SHEET 26 FOR
SEC 30, T 21 N R. 05 E, W.P. I I INTERSECTION DETAILS STREET NOTES:
r , I END CONO 1 URB AND G TIER WI O1 INSTALL NEW CEMENT CONCRETE CURB AND GUTTER PER WSCOT
MATCH EXIS NG w BEGIN CONC. CURB AND GUTTER I STANDARD,PLAN F-1012-00. LIMITS AS SHOWN EXCEPT THROUGH
N r CB J P 2 I 4 _J f MATCH EXISTING T e I WHEEL CHAR RAMPS.
209 J A SE I 201 J Si SE JBS A19)+4054 34 Li
F 2 3 G p O INSTALL NEW RESIDENTIAL DRNEWAY PER.CITY OF AUBURN SID DETAIL
W J T 219 J ST SE 2t5 J Si SE - ] P RtM 80.}l TRAFFIC-O8 WITH WIDTH 'B'AS SPECIFIED.
3 2 Q J STA I>+3L84 10.00' L N
W B MP - W8-1 iA. + ] IF ' BY•9T(It $C IN 3 INSTALL WHEELCHNR RAMP WITH DOMES PER IWERSEC70N DETAILS.
= 1 MPH - W13-1P 2"SD, DI CL 52 1 B=10' REBID NPAL 2 Z
LF 0 Of N J STA 17+38.08 9.96' L 1E='$i,QQ(128 NW 0
L__f B 1 Y RESID L 1 1 3 ] 4 INSTALL CEMENT CONCRETE SIDEWALK PER Cltt OF AUBURN STANDARD
Lu -� L y J R N R 1 DETAIL TRAFIIC-24, LIMITS AS SHOWN WITH EXCEPTIONS THROUGH
W L� 2 L52 OR1vEwars.
D=10' RE9DENTUL 4
m 4 1 0 L}LR,$L=O.$o4 O INSTALL MONUMENT TYPE B MODIFIED CASE AND COVER PER CITY OF
9 3 .Bi 17+ 4 1 > I AUBURN STANDARD DETAIL TRAFFIC-21 AND TRAFFIC-22
+
10 _ - _ END,CONG.CURB ANO OCFE
MATCH.EXISTING
- - •-G 4 _ }t- -n y- { .A s 5 O REMOVE FASTING TREE AND STUMP
%3e'�`-'Ur --i-•�' v� Y,t=� v;°. __ - �1 "�' ,.�F �3RE3'�:,w =°Ciia :S'�.it'.""i3-TS':: T,.:iY_'Go :fi:Y.:.Ti`afJ F::I'
_ , 'f` 'x:'s ai:•,tA a•,f+ _" _ 1ti-'O h C._..u•.-:':._.'Ze.L_'...T._-�_m.._-:.-.r�.'.}Fv�:f.:L'ry GE.r'Sr:as__ci.:: �1�._'� - 1i-!F:_>�z�:.3�j- �_�t: _ -"53li.i...
^' " F - _
_ 5 :^_i S
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_
18
1 1" +'` � - ,,.,'=•`.r_.':.-:�::tT,st�F:�;rs.t `">.:.1..�=':�„�'ut;a ?t, '. x,.u,r�ee�=«-'u 12';:r:�t`i`F.I.n::l r - -+T•j� `_I;g.=� CHANNELIZATION AND SIGNING NOTES:
,r Lc-... s R�r. _ O1 INSTALL STAN PLASTIC D SOLID WHITE CROSSWALK STRIPE PER CIE(OF
Z', � �' � t " LN�'�~ C')T'Y
AUBURN STANDARD DETAIL TRAFFIC-36
_ 4 A 4 27 - 3 7
N 14815.37 LASTIC 2O INSTALL P 24' SOLID WHITE STOP BAR PER CITY OF AUBURN
y 0 1
�1 3 4 4 1fi+ t 3 E 129700]06 STANDARD DETAIL TRAFFIC-36.
_
SIDEWALK 45 SY
'2 8=14' I ENTl4L ,--- END CONIC CURB AND GURE 1 3) INSTALL EXISTING SIGNS) ON NEW POST PER COY OF AUBURN
1 8-13]2 TYPE 2 2 to 17 4. 3 MATCH EXISTING STANDARD DOTAL TRAFFIC-55.
J L TA 1 +13 23 131 Ri J STOP BAR Y 4
4 ® INSTALL NEW SIGN(S) ON NEW POST PER Cltt OF AUBURN STANDARD
B-1 ' RESIDENT 2 NO PARKING - R -4, 12' 1 DETAIL TRAFFIC-55.
TA I + 44 1 1' Ri BEGIN CONIC. CURB AND GUTT
2 + I 3 STOP- _ MATCHIEXISTING
RESIDENTIAL STREET NAMES ]
222 J Si SE I I 216 J ST SE
"l 202 J ST SE 4 END CONIC CURB AN GUTTE
L_______ I� MATCH EXISTING
STORM NOTES:
❑
1 INSTALL NEW STORM DRANAGE PIPE WITH TYPE, SIZE, LENGrH.
SLOPE,AND LOCATION SPECIFIED
Q INSTALL NEW STORM DRNNAGE STRUCTURE WITH TYPE. SIZE, AND
9500 9500 LOCATION SPECIFIED OFFSETS ME SHOWN TO THE CENTER OF
U)' PPOPOS D GRADE STRUCTURE.
W 0 CENT RUNE +
ABANDON EXISTING STRUCTURE. REMOVE STRUCTURE AS REQUIRED SO
EXISTING GROUND TO BE ABA CONED TO INSTALL NEW IMPROVEMENTS. SALVAGE FRAME AND GRATE TO
9000 = 1 - 9000 Cltt OF AUBURN MAINTENANCE AND OPERATONS HILL WIIH- 7% I
ABANDON IXP S INSTALL DENSITY
W FILL (COF) RE £ PIPE AS REQUIRED TO NEW
W IMPROVEMENTS.
85 00 85 00
L Lc)-
6o 00 _ a000 _
z Q l 2 rk 14+903 1 (967' LT) APPROXIMAT LOCATION
RIM 8751 OF EX 4" V 01 El.51. 8-C1374 PE 1 2 P Q ,,.
IS EI (12' IN)9$al 12"SD STA. 16+9 62 (9-67' i), _ I _
IE 1'(12'' IN)g5.1}, 1 201 LE.SL= IM 66.36 t J SIX 1 +4054 (74 4'. LT)1.
75 ON ' It (1z' :our) 5.11 sCe9 b S N)8H' RIM 668 7500
W
IF-1A 1372 WERE 1 O EX 2' gYBf(1 NW'oUT) 4'.SI 'IF 81 06 12' E 1N)E IST'
JRIM 83.50+90J (10.1)' RT 8" D T 12 1 CC 52 1 O Soy. -IE 82.36 6' S IN)EX T
IE (12' OUT) CB- 1375 TYPE IF 80 6E 12'W OUT)EXIT
]000 = 2 7000
.Q RIM 626
12'S OUT)
84.$5
65 GO 6100
FLOWLJNE Li. 8771 8743 8715 6686 8658 8630
PROP CL 87.92 8]64 8]36 8707 8679 8651 0 5 10
FLOWLINE RT 8770 8)42 B]14 8685 8657 8529
EXIST. CL 8]9] BJ 66 8729 87.11 86.81 8663 VERTICAL AL
0 10 26' 40'
15+00 16+00 17+00 �HOMZGWAL SCALE SUREDUTRIDESINII
PLDNISE CALL BEFORE YOU DIG
all
No. Dals RevWm DRAmNroawB,swBwrBEaaTDRIBDrnoM FFJmo6LCTUI BY DATE 6,1- REVIEWED BV: °ATE' 2012 LOCAL STREET PAVEMENT PROJECT
1-514 Dmm 11 4(!32112 9F1/Ii NUMBER
l2 r^' 'I^ m�a1aW,11ga con(armma,e4N 'k Pre! EMan CP1201
g , „ Lm ReHewa TMN 0.ram,z * RECONSTRUCTION PROJECT
`3$ A}pwa] TMH 4rzsmu '. C}170F PUBLIC V✓ORKS!DEPARTMENT LrdLS—__— L l IL CONTRACT
on 1arlagef NUMBER
�5 DIa 8, 1 SCALE: 25 West Main Street J STREET'SE
d� _. Auburn,Washington ������ STREET AND STORM PLAN AND PROFILE 12-08
8 cMw aW wP.a DNBNTx WASHINGTON SHEET 6
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