HomeMy WebLinkAbout4744 Contract Number: 4744 �
Vendor: PIVETTA BROTHERS CONSTRUCTION INC
Subject: SW Residential Sewer Extension Pump Station (SB-1)
Department: Engineering
File Class: LEG 12-1
Begin Date: 07/22/2008
End Date: 07/28/2009
Review Date: 02/15/2011
Vault Date: O1/O1/2011
Comments: Notice to Proceed dated 12/10/08
Completion 180-210 days from 12/15/08 .
Change Order #1-9/09
, �
AFFIDAVIT OF PUBLICATION
Account # 37922 AD# 20093360
STATE OF WASHINGTON
COUNTY OF KITSAP
I, Laura Wessels, being first duly sworn on oath, deposes and says: That she is now, and at all times
embraced in the publication herein mentioned was the principal clerk of the printers and publishers of
KITSAP SUN; that said newspaper has been approved as a legal newspaper by order of the Superior Court
of the County of Kitsap, in which County it is published and is now and has been for more than six months
prior to the date of the publication hereinafter referred to, published in the English language continually as
a daily newspaper in Bremerton, Kitsap County, Washington, a weekly newspaper in Kitsap County,
Washington and is now and during all of said time, was printed in an office maintained in the aforesaid
place of publication of said newspaper; that the following is a true text of an advertisement as it was
published in regular issues (and not in supplement form) of said newspaper on the following date, to wit: A
October 17, 2009 and that such newspaper was regularly distributed to its;subscribers during all of said
period. That the full amount of the fee charged for the foregoing publication is the sum of $39.86. This
amount has not been paid in full.
(Signature of Principal Clerk)
Subscribed and sworn to before me this day of December 11, 2009. p�+��" '
�.•'y�►'!•� �O':�!�C
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� ;''�!:' ��'CARY � ;J►
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Notary Public in and for the State of Washington, Kitsap Co nty. _ V. ��Z �"
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NOTICE OF COMPLETION ��'�9��••+��'��
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Notice of Completion has been issued to Pivetta Brothers Construction, Inc., for the SW Bremerton
Residential Sewer Extension Pump Station (SB-1) project. Any parties having a claim for material, labor
or damages related to this Contract have forty-five (45) days from the date of first publication of this notice
to file a claim.
Carol Etgen � �
City Clerk �
345 Sixth Street, Suite 600 ' �
Bremerton Washington 98337-1873 •
October 17, 2009 .......................AD #20093360 ,
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P[/BL/C WORKS & UT/L/T/ES ��,, s �:�,.,_�
Adi»inist�ation �,=.T�
'n� FaX S60w,473-50'18=��}. �"��' � ``;
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;�;Bremerton;=WA q98312 °�;.
December 16, 2009 ': � `�a °�� �'`� .: �
� ra ����a,=����;:� =;.�v�;=��...
Mt. Rainier Bank
Attn: Sherrie Wright
15104 E. Main
Sumner, WA 98390
RE: Release of Retainage for Public Works Contract Q C � �
Pivetta Brothers Construction Inc. � � y ,� �
�,
Escrow Account #7000459896 �
Dear Ms. Wright,
Pivetta Brothers Construction Inc. has completed all work required under contract for the
construction of the project titled "SW Bremerton Residential Sewer Extension Pump Sta.tion".
Please release the retainage of Fifly-Three Thousand One Hundred Sixty-Fow and 92/100
($53,164.92) that you aze holding in escrow account #7000459896 to the contractor.
Thank you for your services and your prompt attention to this matter.
Sincerely,
�' �! �� I/ '
Mildred H. Vellegas, CPA
PW & U Financial Manager
cc: �Mark Pivetta, President, Pivetta Brothers Construction Inc.
. Carol Etgen, City Clerk
'�Brad Ginn, Project Manager
✓Contract file �
� ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS
SW Bremerton Residential Sewer Extension Pump Station (SB-1)
City Project Number 5060 - City Construction Contract Number 4744
Pivetta Brothers Construction, Inc., hereby indicates agreement with, and acceptance
of, the final Contract Payment of $1,086.00, the total Contract Price of $1,154,742.00,
including Washington State sales and/or use taxes and 5% retainage, and the final
Contract Time of 223 Days as full and final compensation far all Work performed in
connection with Contract Number 4744, and does hereby release the City of Bremerton
from all claims, liability, demands, damages and actions of any kind whatsoever, arising
from performance of that Contract.
Pivetta Brothers Construction, Inc.
By: � / Date: /a � �'J y
Title: ���L���_�'
Certificate of Notarv
Subscribed ��ew►orq�t�o before me this � day of �. ,�
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� Washington State )
f�€�p�:tns��i,r �st Department of Revenue
������ PO Box 47474 -
Olympia, WA 98504-7474
600522209
Certificate of Payment of State Excise ���' �� �
Taxes by Publi� Works Contractor
,,
�OV 0 2 2009
PIVETTA BROTHERS CONSTRUCTION INC CITY OF BREMERTON Pu ��.�w�c��G DIVISION
PO BOX 370 BRAD GINN
SLTNINER WA 98290 0070 3027 OLYMPUS DR
BREMERTON WA 98310 4799
1
_ /
We hereby certify that taxes, increases and penalties due or to become due from the above-named
contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works
contract:
CITY OF BREMERTON PUBLIC WORKS
4744, SW RES SEWER EXT PUMP STA (SB-1)
together with all other taxes, increases and penalties due from such contractor, have been paid in full or that
they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained
percentage. '
This certificate is issued pursuant to the provision of Chapter 60.28 Revised Code of Washington for the
sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or
authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases
the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor.
This certificate does not release said contractor from liability for additional tax that may be later
determined to be due with respect to the above-mentioned contract or other activities.
Dated d at Olympia, Washington, `
State of Washington
� Department of Revenue �
�
G�
� Certifying Officer .
For tax assistance, visit dor.wa.gov or call 1-800-647-7706. To inquire about the availability of this document in an alternate format for the visually impaired ,
please call (360) 705-6715. Teletype (TI'Y) users may call 1-800-451-7985.
REV 31 0028 (10-01-02)
Verify Workers' Comp Premium Status - Employer Liability Certificate Page 1 of 1
Washington State Department of � s'�A�� Employer Liability
Labor and Industries o "� �. y°� Certificate
� -- �
� �
�
''� �1���! 4
Department of Labor and Industries
Employer Liability Certificate
Date: 12/15/2009
UBI #: 600 522 209
Business Name: PIVETTA BROTHERS CONSTRUCTION
Legal Business Name: PIVETTA BROTHERS CONSTRUCTION INC
Account #: 488,626-00
'Doing Business As' Name: PIVETTA BROTHERS CONST INC
Estimated Workers Reported: Quarter 3 of Year 2009 "31 to 50 Workers"
(See Description Below)
Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and
paid their premiums.
Licensed Contractor? Yes
License: PIVETBC063B9
Expire Date: 10/6/2011
Account Representative: T8 / RICHELLE BLOSL (360)902-4823 - Email:
FOLL235@lni.wa.gov
What does "Estimated Workers Reported" mean?
Estimated workers reported represents the number of full time position requiring at least 480
hours of work per calendar quarter. A single 480 hour position may be filled by one person, or
several part time workers.
Industrial Insurance Information
Employers report and pay premiums each quarter based on hours of employee work already
performed, and are liable for premiums found later to be due. Industrial insurance accounts have
no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW
51.12.050 and 51.16.190).
https://fortress.wa.gov/lni/crpsi/AcctInfoPrint.aspx?AccountId=48862600&AccountManage�T8+%2f+... 12/ 15/2009
� ��
�� WASHPNGTQN STATE
CONTRACTOR: PIVETTA BROTNERS CONST 1NC ) CERTIFICATE OF
PO E30X 370 ) PAYMENT OF CONTRIBUTIONS
SUMNER, WA 98390 ) PENALTIES AND INTEREST ON
� ` ` ' ` ) PUI3LIC WORKS CONTRACT
ES Reference No. 583698-00 0
TO: CITY OF BREMERTON PU[�LIC WORKS
3027 OLYMPUS DR
BREM�RTON, Wi1 98310
The Employment Security D�epartment hereby certifies those cuntributions, penalties and interest ,
due from tlie above nainec{"contractor uiider the have been paid�in fulfor - �
provided for with respect to the following public works contract:
4744
The Employment Security Department hereby certifies that it has no claim pursuant to RCW
50.24.130 against the pubiic body narned above for taY attributable to service performed for said public
body by the above named contractor on the above described contract. The Employment Security �
Department releases its lien on the retained percentage, which is provided by RCW 60.28.040 for
contributions, penalties and interest due from said contractor.
This certificate does not release said contractor fi•orn liability fo�• additional contributions,
penalties and interest which rnay be later determined to 6e due with respect to the above mentioned
contract.
Dated at Olympia, Washington on November 9, 2009.
CUMNiISSIONER
E ' " MENT SEC'UR[TY DEPARTMENT
B
(Autliorized Represent ve)
Original—Disbursing Officer �
Duplicate—Employer � � � � �� �
Triplicate—Centrai (_yific;e Files �°
EMS 8449 760 R3-98 � o Z 2 �� 9
���r,�������;�� Di�ISION
Contract Number:
Vendor:
Subject:
Department:
File Class:
Begin Date:
End Date:
Review Date:
Vault Date:
Comments:
4744
PIVETTA BROTHERS CONSTRUCTION INC
SW Residential Sewer Extension Pump Station (3B-1)
Engineering
LEG 12-1
07/22/2008
07/28/2009
09/01/2009
Notice to Proceed dated 12/10/08
Completion 180-210 days from 12/15/08
Change Order #1-0/09
AFFIDAVIT OF PUBLICATION
Account # 37922 AD# 254025
STATE OF WASHINGTON
COUNTY OF KITSAP
I, Laura Wessels, being first duly sworn on oath, deposes and says: That she is now, and at all times
embraced in the publication herein mentioned was the principal clerk of the printers and publishers of
KITSAP SUN; that said newspaper has been approved as a legal newspaper by order of the Superior Court
of the County of Kitsap, in which County it is published and is now and has been for more than six months
prior to the date of the publication hereinafter referred to, published in the English language continually as
a daily newspaper in Bremerton, Kitsap County, Washington, a weekly newspaper in Kitsap County,
Washington and is now and during all of said time, was printed in an office maintained in the aforesaid
place of publication of said newspaper; that the following is a true text of an advertisement as it was
published in regular issues (and not in supplement form) of said newspaper on the following date, to wit: A
October 17, 2009 and that such newspaper was regularly distributed to its subscribers during all of said
period. That the full amount of the fee charged for the foregoing publication is the sum of $39.86. This
amount has not been paid in full.
(Signature-of Principal Clerk S 7AT
$
0 .
�sioM g9,�
Subscribed and sworn to before me this day of November 4, 2009. $a OTA i
i M Rr�
d ;., Ott tC f
! ' 'L•'
Notary Public in and for the State of Washington, Kitsap CdUn'ty V I�j••. �� .•• � �
annumn
NOTICE OF COMPLETION
Notice of Completion has been issued to Pivetta Brothers Construction, Inc., for the SW Bremerton
Residential Sewer Extension Pump Station (SB -1) project. Any parties having a claim for material, labor
or damages related to this Contract have forty-five (45) days from the date of first publication of this notice
to file a claim.
Carol Etgen
City Clerk
345 Sixth Street, Suite 600
Bremerton Washington 983377-1873
October 17, 2009 .......................AD #20093360
-..... ~--
CITY OF BREMERTON
CHANGE ORDER
CONTRACT CHANGE ORDER NO: 1
PROJECT NAME: SW Bremerton Residential Sewer Extension Pump Station (SB-1)
5060 CONTRACTOR: Pivetta Brothers Construction
PROJECT NO:
ORIGINAL CONTRACT AMOUNT:
1,081,210.74 DAYS: 210
PREVIOUSLY APPROVED CHANGES:
0.00 DAYS: 0
REVISED CONTRACT AMOUNT:
$73,531.26 DAYS: 13
$1.154,742.00 DAYS: 223
THIS CHANGE:
This Change Order covers changes to the subject contract as described herein. The Contractor shall
construct, furnish equipment and materials, and perform all work as necessary or required to
complete the Change Order Items. The increase or decrease in contract price shown below includes
any applicable taxes.
R R DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT
u u CONTRACT CONTRACT TIME
I I AMOUNT (incl. AMOUNT (incl. EXTENSION
e e tax) tax) (DAYS:)
($) ($)
1 1
7 7
0 1
x WCD #1 a: Lower storm drain elevation $4,609.71 -
x WCD #2a: Install thrust restraint on sewer piping $2,840.40 -
x WCD #3a: Remove/replace unsuitable material under bldg. $2,991.02 -
x WCD #4a: Raise valve vault to fix drain issue $2,208.59 -
x WCD #5: Terminate spare conduit outside bldg, move $721.97 -
telephone conduit
x WCD #6: Complete HMI programming $4,767.97 -
x WCD #7: Modify water piping in bldg $1,833.94 -
x WCD #8: Install attic vents $821.02 -
x WCD #9: Install conduit & cable from VFD to PLC $3,038.37 -
x WCD #10: Overhaul generator $4,260.68 -
x WCD #11: Add sealoffs at conduits from wetwell $5,435.73 -
x WCD #12: Provide power to flowmeter & new generator bkr $4,422.54 -
x WCD #13: Add standpipe support bracket, change interior $3,333.19 " -
paint scheme
x WCD #14: Relocate surge tank gauge and charge cnxn $647.67 -
x WCD #15: Rotate MH1 01, grout pre-cored hole $643.62 -
x WCD #16: Add time to contract due to PSE delay - 13
x WCD #17: Various city-ordered changes $7,829.07 -
x WCD #18: Install 4" fuel tank vents through roof $4,845.83 -
x WCD #19: Costs due to delay between award & NTP $2,858.74 -
x Increase Unsuitable Material Quantity from 50 CY to 334 CY $15,421.20 -
NET CHANGE IN CONTRACT AMOUNT $73,531.26 $0.00 13
INCREASE OR (DECREASE)
........ ',.-
CONTRACT CHANGE ORDER NO: 1
PROJECT NAME: SW Bremerton Residential Sewer Extension Pump Station (SB-1)
Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims
of any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, on-site or home office
overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for
past performance.
The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the
contract price specified for each item, including any and all supervision costs and other miscellaneous
costs relating to the change in work, and as to the extension of time allowed, if any, for completion of
the entire work due to said Change Order.
/
This. document will become a supplement of the contract and all provisions will apply hereto. It is
understood that this Change Order shall be effective when approved by the City of Bremerton.
The parties whose names appear below warrant that they are authorized to enter into a change order
that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform
the surety of this change, and shall take appropriate action to modify any bonds required under the
contract to address this change.
RECOMMENDED: 1/1.-~tJ~--
PROJECT ENGINEER
Yll/oY
Date
RECOMMENDED:
~~
GINEER I DIRECTOR OF PUBLIC WORKS
ACCEPTED:
(1!~J ~
C'ONTRAcT R .
c3j~/
Date
APPROVED:
. ~ .
~/;;t1c~~!1
MAYOR
~}2
Date
TO FORM:
ATTEST:
If
~d~
City Cler
Page 2 of2
CITY OF BREMERTON wORK CHANG.E DIRECTIVE
WCD#:1 A Page 1 of 6
PR8JEGT: SW Bremerton Residential Seweri::xtension Pump Station (SB-1) Project#: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/1512009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Raise the 15" diameter drainage pipe elevation to match the invert elevation with the ditch line. Backfill. excavated ditch
with quarry spa lis to appropriate elevation.
WCDis revised to include cost of delay due to contractor's inability to proceed with work until a decision was made on
how to resolve elevation discrepancy in the plans.
ATTACHMENT(S):
Proposal from contractor
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change{s). The
Change Order\vill be executed in accordance with Section 1-04.4 of the WSDOTStandard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
Unit Price
o
~
Contractor's Records
o
D
k8J
D
Lump Sum
Time & Materials
Engineer's Records
Other:
o
other:
Estimated increase (decrease)inContract Price:
Estimated increase (decrease) in Contract Times:
$ 4609.71
Substantial Completion:
o days;
If the change involves an Increase, the estimated
amount is not to be exceeded without further
authorization.
R~ady for final payment: 0 days;
If the change involVes an increase, the estimated times
are not to pe e:xceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
"1 /fP:.1 ()
014" , f! ~
,. 'L/. I _~/
?~.=u~ ~,=~_
'6t: ' -
CONTRACtOR
CITYOF BREMERTON
ab, fORMS. Work Change Directive, $-00
Pivetta Brothers Construction, Inc.
P.O. Box 310
1812 Pease Avenue
Sumn~ri Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
02
SW Bremerton Residential Pump Station
Date:
May 182009
Project Numb.er:
200snr.0
AlIn:
Brad Ginn
Sl1ipVia:
Adr:
City ofBremerton
3.027 Olympus Drive
Breinerton. WA, 98310
US Mail
LISPS
Airborne
UPS
Courrier
Other (hand delivery)
x
Re:
SW Residential Sewer Ext. PS 58.1
We are. sending you:
B. . Shop Drawing
. Copy of Leiter
Samples
.Attached Under Separate Cover the following Items:
r-==JPrints r==:=JPlans
~Chal)ge order c==JspeciflCalions
Description
Quantity
UM
uc
Total
Make modifications to storm line in accordance with
Work Change Directive # 1
See Attached breakdown,
Total
$ 2,210.32
I
Pivetta Brothers Construction, Inc.
PO Box 370
Sunmer, VVA,98390
Phone: 253~862-7890 ,Fax: 25$.470-5008
Date:
1/15/2009
Bremer:ton WCD #:
PBC Foree Acet. #:
1
001
Work Chan e Directive #1
Total
Hours
3
3
3
,'}>, ~:ie'ii "<f'~re;:,.;:;: L.aborer:.I1"'; Equfpm.i\t'.!:h::~;I;~y~2~~jIl:;lf;;j0.~~t~~~,>>;ti;:1(tT/,;:;:~~;~,';;}/~i.;;"~~~',}~~~iP1rm
Cost Extended T otalCo,st E,xtended
Per Hour Labor.Cost E ui ment Hours Per Hour E ui Cost
$ 55.98$ 167.94 450 Excavator 3 $ 235.69 $ 707.07
$ 53;95$ 161,85 Foreman Truck 3 $ 19.66 $ 58.98
$ 44.81 $ 134.43
$ 43.96$ -
$ 38.41 $
$ 37.21 $
Worker
Classification
Foreman
Operator
Plpelayer
Laborer
.,.-~
.Jer
Total
$ 464.22
Total
$ 766.05
~ ,~t_j1al~,; 'U_~d~~'~,iR,:j;;~~~i~~$:?'~r;b~~~D';~f~~'~~~~t~~1I~1j!jHf~~~r~~f~Yff~1\~ZY,t~:~t;;A,~~tW~~~~~\'~~~,1,' ,
.Quantit
24
28.75
Unit
yd
tn
Unit Cost
$ 8.00
$ 13.00
Extended
$ 192,.00
$ 373.75
Total
$ 565.75
$ub.;tptal MarkLJI? % Total
Labor $ 464.22 29% $ 598.84
Equipment $ 766.05 21% $ 926.92
Material $ 565.75 21% $ 684.56
Subc:ontractors 12% $ -
Trucking 2'1% $
Lump Sum 20% $ -
Total $ 2,210.32
j!f\:'.:~'!:;;};S;~;';:i;*~fQI"i:GACCl)U ntRJAA".
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease AveilUe
Sumner, Washington 98390
(253) 862'-7890, Fax (253) 470~5008
Change Order Request
#
03
L
I
Dale:
May 18..2009
Ann:
Brad Ginn
Adr:
City of Bremerton
3027 Oly'mpus Drive
Bremerton, WA 98310
SW Bremerton Residential Pump Station
Project Number;
Ship Via:
Re:
sW Residential Sewer Ext P5 5B-1
Weare .sending you:
aShOPOraWiOg
'. . Copy of Letter
Samples
20081170
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery. )
x
Attached Under Separate Cove.r the followin~ Items:
r===]Prints ~Plans
c:x:=JChange'Orderr===]SpecificatiOnS
.Description
Total
Quantity
UM
Labor and Equipment charges for delay. in decision
in r~gard to drain elevation
Se!e Attached
Total
UC
$ 2,034.35
Date:
'Pivetta BrotherS CQnstruction, Inc.
PO Box 370
Sumner, WA 983~0
Phone: ,253-862.;7890 Fax.: 25~-470~5008
2/6/2009
Bremerton WCD #:
PBC Force Acet. #:
,,'
,..,.
Worker
Classification
Foreman
Operator
Pipelayer
I l'lborer
, .agger
Total
Description
Labor
Equipment
Material
Subcontractors
Trucking
002
:~ Rescription:'~ ;'. "'i;.,~;t2:~i:t:;1~lt?~;:.r;~:;~~'!t}t7~4irt~~E/:i~~i;j!~;'~l~ '
f!oordrain Hne elevatibn. Answer recelved,at.3:45 PM.
Cost
Per Hour
4 $ 55.98
4 $ 53.95
4 $ 44.81
$ 43.96
$ 38.41
$ 37.21
Extendep
Labor Cost
$ 223.92
,$ 215.80
$ 179.24
$
$
$
E ui ment
:450 Excavator
Foreman Truc;k
$618.96
Total
Cost
Per Hour
4 $ '235~69
4 $ 19.66
Extended
E ui Cdst
$ 942.76
$' 78.64
$ 1,021.40
Total
/f9.~rtl~~Qu.ntR.~p';';'~'!:~i(~1~*:;~:'\"
Sub.;total Markup %
$ 618.9629%
$.1,021.40 210/0
$ 21%
12%
21%
Total
.$
Total
$ 198.46
$ 1,235:89
$
$
$
$ 2,034.35
J. .. ,,-\
(j(j,.!.;:f-.
FORCE ACGOUNT SHEET
DATE .2;:.- " A-{i ~
f~" 1
e Jr J ! I""
DESCRIPTION
CLASSIFICATION I NAME
7;11; f't;,,~
f~ e \.;,,a~ '.
rv" P ... f ~l.I v.;) ft' '(
HOURS
=t
J
LABOR UTiliZATION
BASE BENEFITS,
GROSS RATE
TOTAL
EQUIPMENT UTILIZATION
~)}
ell.i:: '
HOURS
1
BASE
.OPERCOST GROSS' RATE
TOTAL
EQUIP. # TYPE OF EQUIPMENT
LABOR TOTAL .... H "' . . ... ... ",' ... ... H' ... .. . ... ...... .... .. .. . ... .. . ...... ... .. . ... ... ... .::' ..............................:$.
CONTRACTOR'S LABOR MARK UP :........................................... . ............,........$ .
SMALL TOOLS, ~'OF LABOR TOTAL ......... ...... .........."... ............... ...,....., .... ............ ......... ..$
EQUIPMENT TOTAL ......... ," ................................ ........................................ ..'. ...... ............ ..$
CONTRACTOR'S EQUIPMENT MARKUP .. .......................... ........,
SUBCONTRACTOR & MATERIAL UTILIZATION
DESCRIPTIQN
VENDOR
COST
TOIAl
MATERIALS & SUBCONTRACTORS ...........,... .................................. ........... ...... ..................'
ONTRAC' TO'R' ATERI MARK UP /'~. ~ ~:W~ ,.~,. '{' .
C . S M Al," ;..,.~...~'...'.>......,...................... ~~*....,.....'.........c.,'$ ~;~l,;r~~~,;r{:~~~d;f.;r~c,'<>_..:':2~~f ,:('
. - -- ,L'''4''''''''''1~ " .
CONTRACTOR'S MARK UP OF SUBCONTRACTOR ...:...................._. , .........."'.w.....$:.~;;;liirf;1~'?"E;!;';:,;"'~~
SUBTOTAL OF LABOR, EQUIPMENT, MATERIALS, SUBCONTRACTORS, & "~ARK UPS ,...,.......: .$;i;~,;~;~~~~U~gr.{~~~q
'CON:'t"RACTOR'S INSURANCE B&O TA'X BO'NDIN' G $c.',t,f"4;~"~"+.;.~..",il<r"'~1::~'
" ~J <, '"," I , ............'-,........... , _...Hhll"'P"'H~ ~5~~::.~T~~;}c:f'W;~~~~2:~.~~~!~1
GRAND TOTAL OF COST F'OR'DAY $ :""',.,.c;'''~.'c'~c.;,t,,:o'J'~-:;;!;;~l\:'',
" " '" ......... ...~..... ~.......... ..............,.... ....,......... ....., "....~ ..~,,~,..~,."., '1...... ,t~4:K",)'~~~,!ttt~,'o/:'~?'.:::)?'!"1ti,:,..):.<:r;' t
c. OWNERIRErE,.SENrATIVE
'~ ' l
I, ' .
ltL;L 6}\,cJ,C '~
.". . PIVETT A BROTHER CONSTRUCTION
DATE
:l - (,. .- {! q
. DATE I
1812PeaseAvenue, Sumner; Wa. 98390
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 2a Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (S8-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
weD is revised to include actual costs incurred.
1. Install 6" Romac 611 pipe restraints at joints with Romac flexible couplings (six locations) for joint restraint.
2. Change the 6" Romac FCA501 flanged coupling adapters (three locations) to Romac RFCA restrained flanged
coupling adapters.
A TT ACHMENT{S):
Romac 600 Series Pipe Restraint catalog sheet, Romac RFCA catalog sheet, drawing showing installation locations
Contractor's proposal.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
o Contractor's Records
!Xl Engineer's Records
0 Unit Price
D Lump Sum
ISl Time & Materials
0 Other:
o Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 2,840.40
Substantial Completion:
o days:
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
CONTRACTOR
AUTHORIZED:
i;~/f/B-~
.. CITY OF BREMERTON
....._--...
"h r-nRM~ Wnrl, r.h"..n" nir"c.liv". :1.()()
'-;
\ . r- 1:1:,'::'--
',Ie j -
V\....: t.,....-
Pivetta Brothers Construction, Inc.
P.o. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862~7890, Fax (253) 470-5008
Change Order Request
#
11
L
SW Bremerton Residential Pump Station
Date:
May 18, 2009
Project Number.
2008/170
AUf!:
Brad Ginn
Ship Via:
Re:
SW Residential Sewer Ext. PS 5B-1
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
x
Adr.
City of Bremerton
3027 Olympus Drive
Bremerlon, WA 98310
We are sending you:
BShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
[=:===JPrints c=:=JPlans
~Change order [=:===Jspecifications
Description
Quantity
UM
UC
Total
Provide joint restraint in accordance with Work Change
Directive # 2
See attached
Total
$ 2,615.47
I Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253470"5008
Bremerton WeD #: 2
Date: 1/30/2009 PBC Force Acct. #: 1 0
Work Change Directive # 2
Install 6" Romae 61 1 pipe restraints at iointswith Romae flexible couplings (six locations) for ioint restraint. Change
the 6" Ramac FCA501 flanQed caupliml adapters (three locations) to Romac RFCA restrained fiance couplin!:! adapters.
Worker Total Cast Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Equipment Hours Per Hour Equip Cost
F areman 2 $ 55.98 $ 1 1 1.96 Foreman Truck 2 $ 19.66 $ 39.32
Operator 2 $ 53.95 $ 107.90 $ -
Pipelayer 2 $ 44.81 $ 89.62
Laborer $ 43.96 $ -
TCS $ 38.41 $ -
Flagger $ 37.21 $ -
Total $ 309.48 Total $ 39.32
Description , Quantity Unit Unit Cost Extended
6" Wedge MJ Kit 5 ea $ 26.81 $ 1 34.05
8" Wedge MJ Kit 5 ea $ 40.29 $ 201 .45
1 0" Wedge MJ Kit 1 1 ea $ 56.88 $ 625.68
6" Ramae 61 1 Pipe Clamp 6 ea $ 48.85 $ 293.10
6" Restained Flange Coupling 3 ea $ 214.00 $ 642.00
Thrust Blocks -4 ea $ 26.00 $ (104.00)
Total $ 1 ,792.28
Description Unit Unit Cost Extended
LS $ - $ -
Total $ -
Sub-total Markup % Total
Labor $ 309.48 29% $ 399.23
Equipment $ 39.32 21% $ 47.58
Material $ 1,792.28 21% $ 2,168.66
Subcontractors $ - 12% $ -
Trucking 21% $ -
Total $ 2,615.47
I
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CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 3a Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
WCD revised to include actual costs.
1. Dig a sump next to the excavated area and pump the sump during backfill and compaction. The sump should be lower
than the lowest excavation elevation.
2. Once at the final excavation elevation of 14.50, try to excavate another foot in a central location or location that the
subgrade soils look susceptible. If the soild provide little resistance, the area should be overexcavated at least 1 foot but
not greater than 2 feet. The overexcavated area and one lift above the 14.50 elevation should be backfilled with Type F
material. If the subgrade soils are satisfactory, then use the Type F material for the first lift.
3. Place geotextile fabric meeting the separation requirements of WSDOT Standard Specifications Section 9-33.2(1)
Table 3 over the final Type F lift, prior to backfilling.
4. Backfill above the Type F material and geotextile with crushed surfacing base course material, as per WSDOT .
Standard Specifications Section 9-03.9(3).
A TT ACHMENT(S):
contractor's proposal
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDO T Standard Specifications, or Articl e 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
~ Engineer's Records
D Unit Price
D Lump Sum
~ Time & Materials
D Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 2,991.02
Substantial Completion:
1 days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
c//l/1{3-/~
CONTRACTOR
CITY OF BREMERTON
::loh ~nPM~::; Wnrl( ~h::mn~ nir(.lrH\J~ ~_nn
\,) LO )
Pivetta Brothers Construction, Inc.
P.o. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862~7890, Fax (253) 470-5008
Change Order Request
#
04
SW Bremerton Residential Pump Station
Date:
May 1 B, 2009
Project Number.
2008/170
Altn:
Brad Ginn
Ship Via:
Adr.
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
x
Re:
SW Residential Sewer Ext. PS SB-1
We are sending you:
BShOP Drawing
Copy of Leiter
Samples
Attached Under Separate Cover the following Items:
c:===JPrints c:===JPlans
~change order c==lspeCifications
Description
Quantity
UM
UC
Total
Over excavate and fill with rock area under
building pad in accordance with Work
Change Directive # 3
Total
$ 2,754.16
I Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253.862.7890 Fax: 253-470-5008
Bremerton WCD #: 3
Date: 2/10/2009 PBC Force Acct. #: 003
Over Excavate for Pump House bv 1 foot over all of buildIng and 2' more in area of 6' x 8' x 1 2'. This area was filled
wIth Drain Rock
Work ChanQe Directive 3
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Equipment Hours Per Hour Equip Cost
Foreman 3 $ 55.98 $ 167.94 450 Excavator 3 $ 235.69 $ 707.07
Operator 3 $ 53.95 $ 161 .85 Foreman Truck 3 $ 19.66 $ 58.98
Pipelayer 3 $ 44.81 $ 1 34.43
I ~boref' $ 43.96 $ .
S $ 38.41 $ .
t-Iagger $ 37.21 $ .
Total $ 464.22 Total $ 766.05
Description Quantitv Unit Unit Cost Extended
Geo FabrIc 360 sq ft $ 0.78 $ 280.80
1 112 Drain Rock 45.2 tn $ 12.00 $ 542.40
Export 24 yds $ 8.00 $ 192.00
Total $ 1,015.20
Sub-total Markup % Total
Labor $ 464.22 29% $ 598.84
Equipment $ 766.05 21% $ 926.92
Material $ 1,015.20 21% $ 1,228.39
Subcontractors 12% $ -
Trucking 21% $ -
Total $ 2,754.16
I
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WC[)#:3 Page 1 of 1
PROJECT: SW Brernerton Residential Sewer Extension Pump Station (S8-1) ProjeCt it: 5060
CONTRACTOR: Pivetta Brothers,. tnc.
Date: 2/9/2009
"......""._... ,~-- - --=
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
1. Dig a sump next to the excavated area and pump the sump during backfill and compaction. The sump should be lower
than the lowest excavation elevation.
2. Once at the fInal excavSlloil elevation of 14,50, try ~o excavate another foo\ in a cen\fC\llocation or locaticm that the
subgrade salls loolc susceptible. If the saild provide Ultle resistance, the area should be ovetexcavated at least 1 foot but
not greater than 2 feet. The overexcavated area and one lift above the 14.50 elevation should be bacltfilled with Type F
material. If thesubgrade soils are satisfactory, then use the Type F materia:! for tile first lift.
3. Place geotextlle fabric meeting the separatiori requirements of WSDOT Standard Specifications Section 9-3~.2(1)
Table 3 over the final Type F lift, prior to b'ackfilling.
4. Backfill above tile TypeF matelial and geotextile with crushed surfacing base course material, as per WSDOT
Standard Specifications Section 9-03.9(3).
ATIACHMENT(S):
none
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04,4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
o
o
181
o
Wnit Price
Lump Sum
Time & Materials
o
1ZI
Contractor's Records
Engineer's Records
. Other:
o
Other:
Estimated increase (decrease) in ContriJct Price:
EstimElted increase (decrea;>e) in Contract Times:
$ 2,500.00
Substantial ComPletion:
1 days:
If the change Involves an increase, the estimated
amount is not to pe exceedeq without further
authorization. .
Ready for final payment: 1 days;
If the change involves an increase, tile estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
B~ ~
~~~
CONTRACTOR 7;v~
CITY OF BREMERTON
.3b. FORMS. 'Norl: Chang') Dlieclive: 3-00
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 4a Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc. Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOllOWING CHANGE(S):
WCD revised to include actual costs.
Raise the elevation of the valve vault and meter vault 6 inches to match the elevation of the top of the wetwell (18.5'). All
piping in the vaults shall be installed at the design elevation.
ATTACHMENT(S):
Contractor's proposal
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDO T Standard Specifications, or Articl e 10 of
the Genleral Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
jg] Engineer's Records
D Unit Price
0 Lump Sum
jg] Time & Materials
0 Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 2,208.59
Substantial Completion:
1 days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
t/L/173)) -
CONTRACTOR
CITY OF BREMERTON
ab. FORMS. Work Cl'lanoe Directive. 3.00
\j){D 1
Pivetta Brothers Construction, Inc.
P.o. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
05
c
SW Bremerton Residential Pump Station
Date:
May 18, 2009
Project Number.
20081170
Altn:
Brad Ginn
Ship Via:
Re:
SW Residential Sewer Ext. PS SB.1
US Mail X
USPS
Airbome
UPS
Courtier
Other (hand delivery )
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton,WA.98310
We are sending you:
BShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
c=:=JPrints c=:=JPlans
~Change order c=:=Jspecificalions
Description
Raise vaultelevation in accordance with Work
Change Directive # 4
Quantity
UM
uc
Total
Total
$ 2,033.69
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton WeD #: 4
Date: 2/16/2009 PBC Force Acct. #: 004
Raise valve vault to match meter valve and wet well due to drain in meter vault being to low.
"
Work Change Directive #4
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Equipment Hou rs Per Hour Equip Cost
Foreman 6.5 $ 55.98 $ 363.87 Foreman Truck 6.5 $ 1 9.66 $ 127.79
Operator 6.5 $ 53.95 $ 350.68 450 Excavator 1 .5 $ 235.69 $ 353.54
Pipelayer 6.5 $ 44.81 $ 291 .27
Laborer $ 43.96 $ -
,,-,S $ 38.41 $ ~
,ger $ 37.21 $ -
Total $ 1,005.81 Total $ 481.33
Description Quantity Unit Unit Cost Extended
8x16x4 Solid Blocks 22 ea $ 1 .55 $ 34.10
Grout 6 ea $ 15.50 $ 93.00
Total $ 127.10
Sub-total Markup % Total
labor $ 1,005.81 29% $ 1,297.49
Equipment $ 481.33 21% $ 582.40
Material $ 127.1 0 21% $ 1 53.79
Subcontractors 12% $ -
Trucking 21% $ -
Total $ 2,033.69
~
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 4 Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetla Brothers, Inc. Date: 2/11/2009
-
yOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Raise the elevation of the valve vault and meter vault 6 Inches to match the elevallon of the top of the wetwell (18.5'). All
piplngl In the vaults shall be Installed at the desIgn elevation.
ATTA.cHMENT(S):
none
If a claIm Is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the followIng methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Speolfications. or Article 10 of
the General Conditions.
Meth()d of determining change In Contract Price:
Method of determInIng change in Contract Times:
o Contractor's Records
~ Engineer's Records
D Un It Price
0 Lump Sum
181 Time & Materials
0 Other:
o Other:
Esl1mated Increase (decrease) In Contract Price:
Estimated Increase (decrease) In Contract Times:
$ 500.00
Substantial Completion: 1 days;
Ready for final payment: 1 days;
If the change Involves an increase, the estimated limes
are not to be exceeded without further authorization.
If the change involves an increase, the est/mated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
~~
r CONTRACTOR ~;~
AUTHORIZED:
~
----- ~
CITY OF.8REMERTON
ab. FORMS. WOII! Change Dire clive. 3-00
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 5a Page 1 of 3
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 3/18/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
This amended WeD adds 14 days to the completion time for the delay caused by WCD 5
1. Terminate conduit #6 outside the building instead of in the PCP as listed in the conduit schedule. See attached sketch.
2. Move the telephone conduit (#44 on the conduit schedule) to the SW corner of the building. Stub the conduit out
underground beyond the footing and bring it into the building against the south wall. See the attached sketch.
,--
ATTACHMENT(S}:
Revised Sheet E3 and Sheet E9
If,a claim is made that the above change(s} have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications. or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
IZI Engineer's Records
D Unit Price
D Lump Sum
!Xl Time & Materials
D Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 2000.00
Substantial Completion:
14 days;
If the change involves an increase, the estimated
amount is not 10 be exceeded without further
authorization.
Ready for final payment: 14 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
~--_.._,~
CONTRACTOR
CITY OF BREMERTON
all. FOPlvIS. "Norl- Ci1angt" OiI'8dj'<f:, :~-i)f)
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pANEL" ,
REVISIONS
DESCRIPTION' "
PRESSURE
TRANSDUCER IN
STlLUNG WELL ,
0,
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GENERi>.L NOTES:
'1; 1> SYMBOL IND)CAT lS GONDlJCTOR WIRE' ,& CON DUll
SIZES. SEE 'SCHEQULE ON SHEET E9.
2, WEJ'i;ELL IS'CLAsS 1, DIV. 1 HAZARDQUS (CLASSIRED)
LOCATION,
3. GROUT AROUN[l,A.LL CONDUIT' WAl'. PENETRATIONS ,FOR
WETWELL AND VAULTS"
.~
. CHECK VALVE
SWITCH
PLAN NOTES:
CD JNSTALL FAN DISCONNECT IN VAULT NExT TO 'EXHAUST
FAN,
PUIAP p:- 1
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SUMP PUMP
GFCI WP OUTLET .
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ALARM SWITCH
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PANEL I ,/ ;/ /" / 'W. ',\ /' ',' !', TERMINATION ENCLOSURE
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'PFl TERMINATION ,'" ~S-l:I-- ,...! PANEL.
CABI,NET. ----...-...-.i, I__,~ q ~::::~ ~\: PCP ,~~~~~N~~~~Y J' GENERATOR ~ ~ATOR ROOM
: 1 '\' l:::f / IN 'PCP ,CIRCUIT I
: ' i i,.''''',: ':-r~~r\ ~/~~~EP.. BREAKE~ -.. D ., - - .. - -
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GROUND.lNG CONNECTION TO WATER PIPING.
GROUNDING CONNECTION TO 'GENERATOR FRAME,
'PROVIDE 55, STRAINREUEr. PROVIDE: SUfFICIENT
CABLE LENGTH '10, REMOVE PUMPS FROM WETWELL
~1~!iOUT DISCONNECTING PO)Vt=;RjCONTROL CORDS:
@ PRESSURE TRANSDUCER TERMINATION CABINET,
@ PUMP TERMINATION ENClOSURENEMA 3R. PROVIDE
WITH PADLOCK PROVISION, ,ENCLOSURE SIZE SHALL,
BE 36~W ;id6"H x6 1/2"0.'
'@ RoUTE CONDUITS TO PCP PANEL IN BUILDING 24"
BELOW GRADE. . . .
@ COORDINATE' ElECTRiCAl CONDun PATHWAy'TO PCP
PANEl wrrn WATER P1PE.
@ ROUTING DIAGRAMMATIC. COORDINATE EXACT ROUTE
witH OTHER DISCIPUNES,
Q) INSTRUMENTATION ENClOSURE. NEMA 3R.
(10"W ,x; 1.4~H x!rDY-
@ SEE DAMPER CONTROL DIAGRAM ON DRAWING E7.
@
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3 lOCATE OUTLETS BELOW OIL PRESSURE SWITCH,
PROVIDE CORD AND PLUG ATTACHMENT TO JACKET
HEATER.
ct
ENDS OF CoNDUn'S SHALL BE STU88EOINTO SIDE OF
WET WEll \VALL 2".. DUE TO T.HE, CORROSIVE CONDITION
OF THE WET WEll. THESE 'PVC COATED RGS CONDUITS
SHALL NOT BE DAMAGE;D (NICKS OR CUTS),
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HAND WASH, /. MAKEUP WATER t HEAT TRACE:' / - 9,:"",
HEATE~};IRCUIT j SOLENOID VALVE j DEDICATED OUTlET.J / /~l
ct, /;"~',~-- -------- ___====--=-~i:.H~ (;.
. >" GENERATOR
CONAflOL-- <-
PANEl;"
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(lYP) 1(2"=1'-0' ,
1JRS
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CSutlle. liA SMldr-HHd
T~lt'"pho.u~ (2061 433-2700
DATE
o 1" 2"
I I
1WO INCHES AT.FUlL SCALE
'F NOT SCAlE ACCOROINC,L Y
SCAtE
,HOR.i AS 'NOTtD vERT,
FIELD BOOK
CITY OF BREMERTON
DEPARTME~T OF PUBLIC WORKS~ 'UTILlTIES
-ENGINEERING DiViSION
29
OF
40
SOUTHWEST BREMERTON RESIDENTIAL
SEWER EXTENSION PUMP STATION (S8-1)
BY
OWG NO
SHEET,
E3
ELECTRICAL POWER PLAN
ORilVf1NG NO. DRAWN BY; L lAZO
BM04Ea3 01lTE: 2/8/08
DES'GN BY; D. GOLD~N CHECKED BY:, J. GIBSON
W~H, RA. # 0,0.1(, 2/8/08 W"-SH, RJL 133080 DATE: 5/10/07
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REVISIONS
oESCRIPTlQ.N
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[~~=-~~YROii::_ ::=lCf--::-::~YO-::= ::-:::::~)~0A~G .)=~T~ N:::::=:::-i~:~~~r= -:::- :-~- ..-=l
t.,', ~~:in'~~:':'.~.~..'~~":~~:~_~~~~'.~.~=~~~~.B.~=-~::~=._:-'~~~--"~1~o~1i) 4T~jCMTt~\^J~~~~~ ~-=--~-..-lgM~~-=~~=~~~~~='.'i~.~:~:=~_:~;.'__ .- ':".= .=::.~.-.:.- '. _,~:,:,-"'-=l
[~~~;~~:~--J'I~1~~~::jri!t~;~ttll.~t~!l~I~I'Ts~~j
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J-:(f PiinclP . ." .". . .,-.- --'..-- .-- .. ""'ivi:~'~---'---""--:~'-~-'~v6AWG,(1)210:AWG,N, (1)6 AWG, G; . . -.. (1) 2112" C . . l~:~~:p~P~ower: ...-----.---.....:..-- ~
__~3 ~!:C?3. ,.___ _-=.=--=~::. = ~.:~P2.EXt~~Ter!i1~~~~:I~~~.f!. -W2l97;WG;(1r2i6AWG-N,J1)_6..~"YG; G; . 1<1):2'1/2"C :~"--:'=._._lF.<?f Pump 2~oWer" -.....; =_=:=--- ----
. 13 Pu.mp 2 Exterior Teimination Enc,tosure [Wet Well (pump 2) . lPowerand. Control Cables by Mimufacture (1)3" C -- PVC Coated RGS .1 Pump 2 PCmer, pump 2 TemPerature (2W>;::Pump 2'
; I Moisture '(2W)
]:i~"Cf ..=~---:===:::=-~iVs~_.._.. ---'f<3ffAWG;(1)6'AW~N; (1)8AWG G. ___ {:ij'1112~e -. -.~.~.~~_.-.....- --'----:-::::=--...:::~-=~.:::~:_
. 15Pa:~r_..____.u..._~':""'_~~MR~~r>,~f!j:!_~__. i(3)4,AWG;:(1)8AWGG; .. (1)2"C .! .~______.
:'-~I~~L~ p..a~.~_.-=_~=~----.. ~):------ -tgf~~::b~1{~~~~~;~?iM*~:GG.- . .--- ....~~Z-~~-.~.. - . . --'--f---..,--- .. ,,_____~~
~~1!-~..-... ,: P~COntrol:panel(pc~) !(2)8AWG;(!l~.~~~~_..__...__~" (1)1"C.. 4O~mpC!~it... .
19iWefweU (Spare Conoolt br Pump 1 Power to Pump 1 Extenor TennlrlatlOO Enclosure' !Spare (1)3" C -- pve Coated RGS Spare Conduit to PEl utilized for Pump 1 Power.
jExterjlJfTen'11ination EllClosure)' ..' __ .. ctep;;n~ngOl), M3n~~iure R'equiremebts : , . .
20iWetwell (Spare COnduitfi:lrPutnp 2 Power 10 Pump.2 Extelior Termination Enclosure I.spare (1) 3" e -'pve COated RGS Spare Conduit to betitilized for Pump 2 Power
IEx1efiorTerminati6il Enclosure} . .. .. .' . , .' . depending on Mamkcture Requireme~ts
~_._----_.~---- ,--..---.......-.----...-...... ............ -----------.._._-_._....__._-------~.,-~:...- .. ------......---
211punip 1 Exterior TermirialioilEnclosure PCP Pariel 1(4) 14 AWG ,(1) 314" C .. . Ptnrtp 1 Terrlperature'(2W); 'p'ump 1 Mcii~ture,(2W)
-.-f......c,.....-..-.'-........: '--;--'--_._--~. .!.....:-......-.. .....----. -----..------.- ......"...--...------- -------- .--.------------
I 22!Pur'np 2 ExteriOr TeiminalionEnclosure PCP p'anel . ((4) f4,A'{I'G .., (1).314" C PuniP 2 T~mperature (2W); Rump 2 Moisture.(2W)
~.~~:t: ~::~:i:::: ~::~~r~"- :~~~::=~~::-..,..,-..--....~r~*~~~~~i~:.~:-..-.~----...--.-m,~:{~:~~~=: ~~~'I""-----'------'.---._- -------~
! ' 25 PT-1 Termination Cabinet PCP 18 TSP (1) 3/4" C WetWell (Pressulll Transducer For PLC1)
26 PT.2 Termination Cabinet PCp" 181SP ...-. (1)3/4'\C WetWell (Pressure Transduce(For PLC2) .--~-=
Ii" 27 We~lI (flOat Switch) lostrtimentalion,EricloSure (Exterior Side Manufatlulll Cable (1) 314"'C . PVCCOated WetWell(F,or Float SWiti:M~able and Fulure .
of Bldg) . .. RGS. . . Instrumentation)
! 28 ~~~entation Enclosure (EXtenor:Side of Ref' Panel ---- 1(2) 14 AWG ----.--.---- (1)3f4"'C.'--' ...---
29 VFD'1 _._--~.~ PCP Panel -----~-----=-t(1P}-14A,.jiG.-~~-"' (1fli4H-C:---------- 4 Spare ,___'~_^~_T____~_
~VFD2 - PCP'Panel ------ ,1(10)'.1~AW~'H .-- __~____1~..-..~~:.~ 4,SPam _~__~~-=
· 31 Vid~ Vault (ForDrfFIoiIt) 'lpCP.plinel 1(2) 1~AWG--' (1r3f4" y'" . .. .'
:~~.~ t:: ~:~~~:~~~~~:~k~)vanes) i~~::: ". --. I~n; ~~~ .,,~~-----~.~--~::r------~-~.f.~~~:..:-~:~~:: ~~; pu~p 2 C::;a;;-
I _. (ZW)
i ~ F~~~(MeterVa.uJf(F~ [)(y St9S0 . IPCP ,Panel - ~_.,. 1(2) 1~}~W~=~=L-'----^^ (1r~4r:C----~ --- --- - -
I 35 FlOW Meter Vault (For FloW Meter Cable) IPCP Panel 118 TSP (1)314" C.
I 36MakeupWaterSoieno~V!ll\tl " . ,pcpp.llnel . ---....(3)12AWG. ..-- (1) 314" C _---=
r ~? ~-_..- __----.:..~_~~__ jGeneriltorcofiirot Panel ____ 1(4}14.f..WQ -- -.." -- _ (1)3f4"'C' lSlaitCiicuit ..
E: ~~~-~:~~ Future Instrumentation) . l~s~%gn;enlation .Enclosure <Extenors:rpare (1) 1" C I ... _,__.-'-"___'-~'---
. --~t.~:~ VaUlt (For Future Instrumentation) __'. '1:S='entation Enclosure (Extenor Si:..tpare .___________-'-_J(1). 1" e I __-"'-......:._..__--'.
..:~i:::~n;::; (~~~:_~i~~~__I::::: ...~ __..,'......c . !~::4 AWG ---------. --.,....:... .. --~-..l::;~: :---..---~ Spares- '7.---.... ...-_. -----
j:::: 4210o?I- posilionSwitch _m_... PCP . .---' . - .. ... -:'-'1(3)'12AWG ------- -- -:-:--------.....-..1(1) 314;;:cr~-~-'T~---'--- -'- -.........-- .--....,..... -.---
t~j~:~: ~e:ny~i1on GerieratoFBt~~;~t~AU r~~I::~~f~pany~talkld.tabe.. .-~-=~~t.~4~C:--~~:...--..=.::::==t===~___~.~_______~.....__~-===
b~~t~~a_::~~~~~ ~ .:~~----::-~~~-= ~~~~~l~ Paii;;I:=~--=--. ._... '!~l ~~~;~_ _..' -~--_.----. . -.... -----lgl~1:~: ..______ ___:=i===~~.=::::=_:=__'.~:~~.
SHEET NOTES:
URS
iMit, fib. Ayeuue, $l~. HOD
,'3nlil~.,"'A ifflior.:t'U6
I~loep-hvn~ (206)' "~8-2*n
G) AU: CONDU~ PENEiRATlNG WET Will .SHALL BE PVC
COATED RGS,
DATE'
0, '"2,"
I ,I
lWO INcHES AT fUtL s~'
IF NOT scAi.e. ACCORDINGLY
SCALE
HORIZ. AS Norm VERT.
fiELD. f!OOK
CITY OF BREMERTON
DE.J:'ARTMEtfT OF PUBLlC'WO~KS & UTILITIES
ENGINEERING DIVISION
I DESIGN BY: D. GOLDEN L CHECKED BY:.I. GIBSON
WASH, P.E. I . DATE:2i8!08 I WASH. .P.E. , JJOao DAITdVHi/07
S()UTH~EST,'BRE~n=:~ro~ .RESIDE~T~AL..
SEWER EXTENSION PUMP STATION (S8-1)
, SHEET
OWGNO.
frY
E9
: 35
'OF
40
CONDUIT CABLE $CHEIJULE
DRAWING NI);
DfjAWN BY: L., LAZO
BMO.E06 DllTE: 2/8/08
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Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
08
I"
SW Bremerton Residential Pump Station
Date:
May 18, 2009
Project Number.
2008/170
AUn:
Brad Ginn
Ship Via:
Adr;
City of Bremerton
3027 Dlympus Drive
Bremerton, WA. 98310
US Mall X
USPS
Airborne
UPS
Courrler
Other (hand delivery )
Re:
SW Residential Sewer Ext. PS S8-1
We are sending you:
aShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
c===!Prlnts c===!Plans
cx=JChange order c===!Specificallons
Description
Make Electrical Modifications in accordance with
Work Change Directive # 5
Quantity
UM
UC
Total
See attached
Request 5 work day extension to contract
Total
$ 664.80
'^
r Pivetta Brothers Construction, Inc.
PO Box 310
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton WCD #: 5
Date: 2/19/2009 PBC Force Aeet. #: 007
.~~~~j~~1y~tf.~~~i~\m~~:~~~t~;lj~~1Wllig~fijili~m!E~~~\t(t~:lni!;1~~i'~:~i~r~~N};(i~j~~mu~~~i:hil~~~!~fim~~~imt:~tl~{!:~1P__:9tjp~i!9n,:~m~m~~1~H~W~W~i;H~~~~!~~~F.l!i~m~il~i;~~~~~~r}i3~~~1~\jH~j~~~m~{~~~~~tt!I~1mU1~f~~t~~iil!~~~H~~H~~~!~~~l~!~ii~~~j~;
Work Change Directive #5
Terminate conduit #6 outsIde of the building Instead of In the PCP as listed in the conduit schedule. Move the
teleohone conduit #44 to the SW corner of the building. Stub the conduit out underground beyond the footing and
brinq it into the building against the South wall
;i;~i!~~t~Hmki~~~*~1~tgfrJi~!Mm~m~{fjl!!t~~~Hj~~ijm~ITtmf:!~fm~~~U~~f:~jj~~i't~H~l~i1!1njHmU;~jmUUfi~!i,~ijb:w>t~~~!a:~:~i~E;~U]p:m'~:b.tl!j~!~11jt!j\~~i~t~m!!~~\nl~~tmHB~i~ta{t~r.i~~~?~t~~!!~!!~W\~Wlli~!mlnHHWJ0~~~~m~1:~Ji{~[jl~~~1~~t~.~HHf;~~~H:
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Equioment Hours Per Hour Equip Cost
Foreman $ 55.98 $ - 450 Excavator $ 235.69 $ -
Operator $ 53.95 $ - Foreman Truck $ 19.66 $ -
Plpelayer $ 44.81 $ -
Laborer $ 43.96 $ -
TCS $ 38.41 $ -
1='1~'1ger $ 37.21 $ -
Total $ - Total $ .
Description Quantitv Unit Unit Cost Extended
yd $ -
tn $ -
Total $ -
Description Unit UnIt Cost Extended
Madsen Electric LS $ 554.00 $ 554.00
Total $ 554.00
:~~~~iitli~U~m;ir~l1!:};,ji~11!:tfJ.il!!W~m!~~iWij;@HM~wm~!~m)lfl1;t.~1mfi!tH~~:m;.t!Jm;~H~;H;f~mlli~lHmm~1~~J~~;~if~~~;~~(;:Q9:tUi~~~~~~'P ~~~DJk~!mnH~l~:m~~~w~m~mt~f:.fnHf.l~miil;~~f;~~;mtlJi~m~}j('lmii~~f:!N~~j!}~~:}1i:~mif~~~1.Hl;g~;~kt'
Sub-total Markup % Total
Lump Sum $ 554.00 20% $ 664.80
Grand total $ 664.80
l -
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CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 5 Page 1 of ? '3
PROjECT: SW Brer:nertonResidentiC!ISewer ExlensionPump Station (88,.1) Project #: 5060
CONTRACTOR: Plvetta Brothers, In'c. Date: 2/1912009
__n~~~
- ~........"'""'~.....".,."..,-..,."........::::::: ..... -- ...........-+--- ~=~ -_...~ -'" - -- -"'-"-
YOU ARE DIRECT~DTOPROCEED PROMPTLY WITH THE FOLLOWING CHANGE(~):
1. Terminate conduit #6 oLitside the building instead of in the PCP as tlsled in the conduit scheduli;l. See atta(;h~d sk.etch.
2. Move the telephone conduil (#44 on the conduiLschedule) to theSW comer of the buildlng. Stub the condultout
undergroundbeytind the footing and bring it iritq the bliilding again$l the south. wall. See the attached sketch.,
L u/"\ P "'5 uM 4U'{,. CO'$'T 'It -5"-51. o!.
'26 % L [ 0,80
~" 1- , So
~."r..
"S'1. 11
fT 7 2 J .'1t
ATTACHMENT{S): f
Revised Sheet E3 1 ~ 9
,- .:...--
If a claim Is made that the above change(s} ha\ieaffected Contract Price or Contract TImes any claii:l.1for a Change Order
is based thereon will involve one or mOre of fhe following methods of determinlng the effect of the, change(s). The
Change Order will be executed, in accordi;jnce with Section 1-04Aof the WSDOTSt€mc;/ard SpecificaUons;, or Article, 10 of
the General Conditions.
Method ofdetermiliing change in Contract Price:
Method of determining change in ConttabtTimes:
o
o
[ZQ
o
Unit prlce
lump Sum
Time & Materials
o
~
Contractor's Records
Engineer's Records
.other:
o
o.ther:
Estimated increase (decrease) in Contract Price:
Estimcjted ihcre~se (oecrease) in ContractTlmes:
$ 2000:00
Substantial Complelion: 0 c;lays;
Ready for final payment: 0 days;,
If the change involve,S an Increase, the estlfl1(;lted times
are not to be exceeded without further authorization;
Ifihe change involves an increase, the estimated
amount is not to be exceeded without further
authorizallon.
~~~
CONTRACTOR ~J~~
AUTHORIZED:
l/~q.q 5>
[,.,. ~
'-
...,;'1
RECOMMENDED:
CITY OF BREMERTQN
all. FORMS. Work Chango D,;I<;c1hii, :l,On
CITY OF BREMERTON
WORK CHANGE DIRECTIVE
WGD#: ,6
Page 1 of 2
PROJECT: SW Bremerton.Residential Sewer E~tension Pump Station (SB..:1JProject #: 506.Q
CONTRACTOR: PivettaBrothers,lnc.
Date,: 4/16/2009
YOll ARE DiRECTED TQPROCEED PROMPTLY WITH THE FOLLOWING CHANGE($)b
Complete HMI programming lAw Section 169,10 para 2.6 th,at t/1e sp,ecifications indicate wCJs to be Gompleted by the City
of Bremertonrepresentative.
The,authorized increase, in', contract price incluqes the $3;920 prbpo!:iCjI from ~ualJty Controis plu!? '12% fOf the, prime
contraCtor's markup plus 8.6% ,sales tax.
<AU ACHMENT{S):
Proposal frb.m QuaJittControls
1f a claim is made, thafthe ~bove change(s) have~ffected C.ontr,actPrice prQontra<::t 1jmes any'claimfora Chan~e Order
.is based.thereon will irivolve one>orhlore of,the follpwingmethocj$of determining tre .E:'!ffectof the change(s). The
ChangeOrder,wiH beue);,ecuted:in accordance, with Se,ction 1-04.4Qf the WSDOTStandard Specifications, or Articie 10 of
the.Ge'neral 8onditions,
Method of determining 'change, In Contract Price:
Method of determining change in Contract Tim,es:
D
[g]
D
o
Unit'Prlce
o
[g]
Contractor's Records
Lump Sum
Time &'Materia1s'
Engineer's Records
Other:
II
Other:,
Estimated increase .(decre~se) i,n Contr,act Price:
Estimat~d increase (decrease) in ContractTim~s:
$ 4',767.97
Substantial Oomph:~tion:
o days;
If the~change involveSi=\n iflCrease, the estimated
amount is notto be exceedecj without further
authorization,
Ready for final payment: 0 days;
If the ch~nge involves an increase, fheestimated .time,S
are.nono be exceeded withouHurther authorization.
RECOMMENDED:
AUTHORIZED:
F/LzH? c;~-_._---_. _~_____.c.."
C'ITYOFBREMERT0N
CONTRACTO,R
db, FOFddS:,JiVCHk Chanqo DiJ:e(;llve~ :~-(1l'\
Quality Controls Corporation
CHANGE ORDER REQUEST
QCC COR No.: PI199-CORl
To: Pivetta Brothers
Attention: Bob Mickel
From: David Chu
Project Name: Bremerton SB-l
Specification Section: 16910-7-2.6
Drawing Number: NA
REQUEST:
Specification section 1691O-7-2.6B states that "The HMI display shall be programmed by
the City of Bremerton representative... to
Through discussions with the City ofBremerton's representative Larry Mixer, it was
determined that the HMI programming work was mistakenly excluded from the
contractor's scope, and it would be more appropriate for QCC to complete this work.
QCC can complete the HMI programming work as described in specification section
16910 for a price of $3920.00. Price is based upon approval prior to delivery of the Main
Control Panel to the job site.
QCC will proceed with this change upon receipt of an approved change order. Please let
me know if you have any questions, comments, or approval in regard to this quotation.
Sincerely,
~>( ~.
David Chu
Project Manager
5015 208lh St. SW, Unit 1-8
Phone: 425.778.8280
Lynnwood, Washington 98036
Fax: 425.778.4541
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 7 Page 1 of 2
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers. Inc. Date: 4/22/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOllOWING CHANGE(S):
Modify water piping in the pump station building lAW the attached sketch.
ATTACHMENT(S):
Sketch, contractor's proposal
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications. or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
o Engineer's Records
0 Unit Price
[g] Lump Sum
0 Time & Materials
D Other:
o Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 1,833.94
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
/L-l'--1S---c::~ .
~~
CONTRACTOR
CITY OF BREMERTON
~L... tc'nbAAC' 'AI......I, t'"'i...,r'>"'~ n;.........':../~ ~ /\/1
Pivetta Brothers Construction, Inc.
P.O. Box 370
1 B 12 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
07
SW 8remerton Residential Pump Station
Date:
July 7, 2009
Project Number:
2008/170
Alln:
Brad Ginn
Ship Via:
Re:
SW Residential Sewer Ext. PS 58-1
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
We are sending you:
BShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the fallowing Items:
C==:JPrints C==:JPlans
~Change order c.==JSpecificatJons
Description
Modifications to water lines inside building
See attached FA breakdown sheet
Quantity
UM
UC
Total
$ 1,688.71
Grand Total
$ 1,688.71
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Date:
7/7/2009
Bremerton WeD #:
PSC Force Acct. #:
006
~.,,~f$:$~r]RJl~ijJ;~~~f~~mif~m1t~~~ihw~~ij11m~~~j~litm~~~N~lfl~~.~~mfr~1li11~!~41~~~~-ilil~~~~~ff~~r.~rffi}m~~~m
rebar
'~g:~~fJ~~~ij:fJ:~~Qg,i,RooJ#-:fftJlt~~~~ftffi~G~nt~Y1~~11ti'l~f~~ij~1~i~~1~:~~~~i~tni~t~i~~~t:!~lm~~~~i~~lfJf~~!li!~1
Worker
Classification
Foreman
Operator
Pipelayer
Laborer
TCS
Flagger
Cost
Per Hour
2.5 $ 55.98
$ 53.95
2.5 $ 44.81
$ 43.96
$ 38.41
$ 37.21
Extended
Labor Cost
$ 139.95
$
$ 112.03
$
$
$
Equi ment
Foreman Truck
Total
Hours
2.5
Cost
Per Hour
$ 19.66
Extended
Equip Cost
$ 49.15
$
Total
$ 251.98
Total
$
49.15
.~M~,t~r.j~,',~:i.~~~~ifi!~{tl{mWclt,1/;~i~ffn.~~~!~Hmun~q~lliim~E~~mI~~~R~~~lf~~i~~tl~~~~~~lli~~~~~.ii~~rrfmHIDl~tF.
Descri tion Quanti Unit U nit Cost Extended
01 Spool 4" X 36" 1 ea $ 194.00 $ 194.00
6" adj Saddle Support Stand 1 ea $ 88.37 $ 88.37
2" x 36" Galv. Nipple 1 ea $ 39.48 $ 39.48
5/8" Stainless Steel Bolts 7 ea $ 8.10 $ 56.70
4" X 11" DI Spool 1 ea $ 355.00 $ 355.00
2" Spacer 1 ea $ 135.00 $ 135.00
Total $ 733.55
J~r~~~i~~~~~fJfJ~~j~~~Jj~?!~~~~~H!~~~i}~nr~~~~i~rf:~'~~.r.~ill~m~fi{fu~:~Ji~l~!~nm~~UUm~1B~W~i~p.~JlQ:ntiij:~tQt~;~f~~~a~~r~n~g~fi!~!:t~t~i~'~tn~m~mm~~1ir~~wl~~~~'m~ilU~~tm~m~~Umlr.~~1lU~~~~1~~~~~~~r~1
Descri tion
Ramsett Mechanical Co.
Unit
LS
Unit Cost
$ 371.96
Extended
$ 371.96
T atal
$ 371.96
Sub-total Markup % Total
Labor $ 251.98 29% $ 325.05
Equipment $ 49.15 21% $ 59.47
Material $ 733.55 21% $ 887.60
~"a,contractors $ 371.96 12% $ 416.60
king $
Total $ 1,688.71
RAMSETT MECHANICAL COMPANY, INC
263 SW 41ST Street
Renton, WA 98055
TEL (425) 251 -9404 FAX (425) 251 -3595
TO: Pivelta Brothers Const DATE: 9- Jut -09
REF: Bremerton Pump Station PR #: VERBAL
SUBJECT: Provide 2" isolation valve due to REF #: RMCIPCO2
water pipe change (code)
1.00 LABOR HOURS 3 HRS S 71.10 $ 213.30
2.00 SUPERVISOR HOURS
T 3.00 PM HOURS
4.00 DELIVERY HOURS
5.00 AS BUILT HOURS
6.00
$ 213.30
7.00 SUB TOTAL. 1 - 6
8.00 MATERIALS COST Valve from shop $ 80.00
9.00 PERMITS COST
10.00 SUBSISTENCE COST
11.00 TRAVEL COST
12.00 SUBCONTRACTORS
13.00 SUB TOTAL 8 - 12 $ 80.00
14.00 TOTAL 7 + 13
15.00
16.00
17.00
18.00
19.00
20.00 LABOR OVERHEAD 29% $ 61.86
+ 21.00 MATL OVERHEAD 21% S 16.80
22.00
23.00 SUB TOTAL 20-22 $ 78.66
24.00 TOTALS
25.00 BOND
26.00 SALES TAX
27.00
28.00
29.00 GRAND TOTALS $ 371 .96
:JW~
/
/
I
i
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.........J
J' VENT
~..
CONDENSATE DRAIN PIPE-
FLOW CONTROL
2" VENT. I VALVE. SEE
NOTE 5 1
PIPE SUPPORT,
SEE 1 D/M5
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SEE 10!M5-
o
\
~ORIFICE PLATE.
NPW 2!' VENT~;
. EMERGENCY "
EYE WASH
INSERTION
FLOW
METER 7
OR
A. DO ?Ii'f;
<; Uf'~ 0(<."
MDIii;.. 'rlrt. j4
SVrr<'l"<.1" ,\0 T.e..L
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AN
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..PIPE SUPPORT, / .. . :j./JAP lr: . . HEATERJ/
~SEE 2!M5 ~~~~~~4'~~B).
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J,J COMPANY
PO Box 160. Bellevue,-WA · 98009-0160
:uv;~:r \2476627
BRWH
# 164510
\.ilitl;l\O"'U'"
Eugene
Hayden
Hermislon
HilIsboro
541.607-0081
2GlH72-9060
541.922-0775
503.626.2466
tleUII IUllU
Spokane
Wenatchee
Yakima
509-568.8400
509-886.8804
509.248.8400
--
213
Ship to: 2342 ANDERSON H\ll RD
-
Io'hl '11I\10 1lI.1I111'" "I. II 1111 11"1111101.1.1" ,10 1.11 10\111
PIVETTA BROTHERS CONSTR.
PO Bo)( 370
Sumner WA 98390-0070
PORT ORCHARD WA
983669311
n!;i:
nv Date:
Or er nter:
)B' H. D. FOWLER COMPANY hip Via, OUR TRUCK
01/27/09 . RANK DUKE
OIJOa:SW~Kt.M/~~UUL~ --
OUTHWEST BREMERTON RESIDENT
extended T
Price X
Ina
.
136.96
2
195.65
3
573.00
4
397.78
o
986.66
6
295.00
7
8
113.04
194.0(
9
77.0
10
343.(
11
12
S31l~\nu 1M Pacill& l\1nlltilW6St sincR 19'11
---
JERRY
Pivetta Brothers Construction, Inc.
P.O. Elox 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
07
SW Bremerton Residential Pump Station
Date:
July 7, 2009
AUn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Project Number.
Ship Via:
Re:
SW Residential Sewer Ext. PS S8-1
We are sending you:
BShoPOraWing
. Copy of Letter
Samples
2008/170
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery)
Attached Under Separate Cover the following Items:
c==JPrints c==JPlans
CL:.:.]Change order c=::=JSpecifications
Description
Modifications to water lines inside building
See attached FA breakdown sheet
Quantity
UM
Grand Total
uc
Total
$ 1,688.71
.".
~
$ 1,688.71
A - n__ - - COMPANY
tJox 160 · Bellevue, WA · 98009-0160
~~:~:: 12476629
BRWH
# 164510
Clackamas
Eugene
Hayden
Hermislon
Hi IIsboro
503,656.3900
541.607.0081
208.772.9060
541.922.0775
503,626,2466
Pasco
Redmond
Spokane
Wenatchee
Yakima
~ ~.....
"
fo:
Ship to: 2342 ANDERSON HILL RD
1.1111'1111 "11I,11111111,,1.111I1111 J1 II JlI'III, 11I11.111II,1fI1
PIVETT A BROTHERS CONSTR.
PO Box 370
Sumner WA 98390-0070
PORT ORCHARD WA
1
bU!:J~J4tJ'UZJ
541,923.209
509.568.84C
S09.8B6.BaC
509.248.84C
1/2
983669311
lrms:
03030698
ue: U2/1 mug -
hIp Via: OUR TRUCK OUTHWEST BREMERTON RESIDENT
Qty Qty.. Part # Unit Extended T
Line Shlp'd BO'd UoM Description Price Price X
TEE[. 8 EA. 3/4" X 3 .~\. .-. ~ .. ......-.
..'.......
1/4/1 BOLT WITH NUT,IMPORT .. ,. .. . . . . '
.. t'. . II . . ..
........
........
. . . . . II .
15 20 0 EA 6" 1/8" RING GASKET RED RUBBER, 150# 1.480 . . .. .
.. ,
.3 2 0 EiA'1-" '6", ADJ SADDLE SUPPORT STAND-ON #S92 \ * 88.370
PLATED GALVANIZED SIZE FOR DIP
4 2 0 EA 2" X 24" GALV NIPPLE,STD WT,A53 ERW 13.610 27.22
13 5 0 EA 6" COMPACT BODY MJ ACCESSORIES KIT 14.080 70.40
COMPLETE WITH GLAND, GASKET AND (6) 3/4" X
3.5" I-BOLTS
~ 4 0 EA 6" FLANGE GATE VALVE WITH HANDWHEEL 467.070 1,868.28
AWWA C515 RESILIENT SEAT, NRS
7 2 0 EA 6" 0 S & Y GATE VALVE,FLG.AWVl/A 731.980 1,463.96
C515,RESILlENT SEAT (141 LBS)
10 1 0 EA 6" FIPT DI COMPANION FLANGE DI AWWA C110 20.540 20.54
(21 LBS) (TNEMEC 66 PRIMED)
1 36.5 0 FT 6" CL 52 01 PIPE TJ,PROTECTO 401 LINED. 18.25' 25.760 940.24
NOM. LGTH (20.6 LBS/FT)
8 2 0 EA 6" WEIGHT AND LEVER CHECK VALVE WITH LIMIT 1287.000 2,574.00
SWITCH kennedy 106AW
5 4 0 EA 6"ROMAC 501 FLEX COUPLING FUSION BONDED 179.220 716.88
EPOXY. 316 SS BOLTS/NUTS, PART #501-6.91 X 6.91
6 2 0 EA 6"ROMAC FCA501 FLG COUPLING ADAPTER FOR 288.000 576.00
DI PIPE WITH FUSIION BONDED EPOXY,316 SS
NUTS/BOL TS,PART #FCA-501-6.91
FOB: H. D. FOWLER COMPANY
JERRY
Sm1vlng tlm Pacific Nm'lllwnst since 1911
c_~J.=..~~~~
--
.....-.....---="'-
Bellingl1am 360'7J4'~4UU N1arysvllle jt)U'!)b I'ZllUL
Bend 541.389.7577 Olympia 360.459.730C
Bremerton 360.377.4507 Pacific 253.B63.860C
Claclmmas 503-656.3900 Pasco 509'545'025~
Eugene 541-607.0081 Redmond 541.923.209C
Hayden 208.772.9060 Spokane 509.568.B40C
BRWH Hermiston 541.922.0775 Wenatcl1ee 509.B86.880L
# 164510 Hillsboro 503~626.2466 Yal(ima 509.248.840C
Pb:--~~~---~---~-~~:.~;; AN;;;;;~~~~~~-" ....~~._-;;;.,
:1 111'1'11111111111'1111111111111 PIII11PIII 11111111111111.11 (1111
I' 4 PIVETTA BROTHERS CONSTR.
PO 37 ~'-~~~~=_~_~~~~_'-I~~'._~_~~,.~~~",~_~~==r~._=__-~
SU:~ W~ 98390-0070 Order# Inv Date: Order Writer:
3075259 04/16/09 fRANK DUKE
i~~~~~~~~'"'~='~--~"'"=" _~='r"_=~.~~~.~'~~=-~~~"=~~==~'-=~~'r - .~w_~~_~.&.~==~=~'6~.-"--=-,=~_.-,"-_""'_'
farms: NET 10TH PROX ~ue: 05/10/09 PO/JOB: SW BREM/4"SPOOL
T l
F~!i..Q. FP\l'{1;lli_~~_"6~=.JlliJDIkJYIL_LJ2t\~L =..~_=~_.~Q~IH,yvSST~Ery1.E.B~Q~-R~SIJ~I~~~l.c-
[~ H.D. FOWJ-p~~
PO Box 160" Bcllevue, WA ~ 98009-0160
IlI1voice
Number
12509079
PORT ORCHARD
WA
983669311
Qty Qty Part # Unit Extended T
I Un~~O~L u~ ~.~WDiSPOOLi:;i;:;~ME~--35fgg~-3~~TX~
I . COATING "'*.. MAKE ON OVERTIME "'**
. 2 i 1 0 EA 4"X 2"THICK STEEL SPACER FLANGE '* 135.000 135.00
~
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I
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. II
ij ,
t~~s~~x_J.-,..,. ',. ."....,~~."_.~, --~=,- '''..,...._c
Sub total! 490,00
Ii
Freight n 0.00
Tax J .. 0.00
Grand Total ~ 490.00
.".". '" ..~~~.l~:~j:!~~!$:~i!:~~~~!~~~:~~~~~~~:~~!::,.~~.!!=., ~,~.~o_"",.=,=,~,~="."'o=,."=..~_.~"=",==,.~.,,.l~~.".~_~""=~. ..,,,.=,,"C~',"'~"
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FORCE ACCOUNT SHEET
lOB # i\CJ -('7 [) JOB NAME S tJ B r" e. m 111."'1' tY1l pl.'\' rr-.P <t;;h, t
...J : -- '_ I
.JESCRIPTION. E~]J"{ ,/.) _r~") 4"0'1 C-ht.i~"l. L'Vi\1'~/-
rn "~'l ~;1. II' ~ . 't- ,~{ ...':.-.,.~ f? I iT ~ If f...i .',1;, 11 ,:.." '; ""\ , (t.-.-r
DATE i-1.. ~ -61-
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CLASSIFICATION / NAME
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f1;.1 P )V\A!,.\ ::J.c.r-r1
HOURS
J 1"7-
t 17-
LABOR UTILIZATION
BASE BENEFITS L1AB INS
GROSS RATE
TOTAL
EQUIPMENT UTILIZATION
EQUIP. #
TYPE OF EQUIPMENT
HOURS'
BASE
OPER.COST
GROSS RATE
TOTAL
LABOR TOTAL, ...... .... ................................. ................................. .................. ................... .$. ;!!!~!!!!~!~
CONTRACTOR S LABOR MARK UP .................... ....... ........ ......... . ...... ............... $ ""!l!,!.",1!"'T"!i'~I?'l!i!,,,,,<;:J.4llIIi1!;'!t~~~
SMALL TOOLS, ---:'OF LABOR TOTAL ...................... .............................. ........... .................$ ~t~ti~i\~~~~W~11JrJ~
EQUIPMENT TOTAL ............................................. ...... ... ... ... ............ ......... ...,........ ... ...........$ t~iW)~~~~~~:r;tit~~~~~~
CONTRACTOR'S EQUIPMENT MARK UP .................................... '. .....................$ !~~~~'ffi[;l*~~tf1f]:~~rmt~N
SUBCONTRACTOR & MATERIAL UTILIZATION
DESCRIPTION
. -s ~ e- ,q:n 'l~ k-4A i; ~-r
VENDOR
COST
TOTAL
1wilJJ~1~~~j]~~~~f~1Jmlmli~~i~~lt!fJH.~rf~~~!I~j~JX~
. - .
MATERIALS & SUBCONTRACTORS $ ~~~~~iftDp;'r~~~~1r!:!~~~~~f~~.~~4:Ii'~
............................................. .... ................................... ni!~ll!l;im~~il~'~1"r'*.l!~t~r~~:'~
CONTRACTOR'S MATERIAL MARK UP $ r:.lE~W~'ii,I!!itll~~~j*l;:<il~!i1:#.*;1H
... a.. a......a. ........a .~. t......... at a...:-........ __ ... ... ... .......a. t.. f:i1~i.*\1:::-;r,f.'f~:tl~t:QUI~;rr.r'(t;~l:S<t..;\::~;i1;U~J
CONTRACTOR'S MARK UP OF SUBCONTRACTOR .$ ;:~Ir.;jlff~~i.~ti;.~.;AHit;I~~ijP.t;r,~iB
.. .. .. . .. . .. ... . .. .. . .. '_ _ ... . .. .. . . . .. .. . ... .. \~..!jW~it~~;l!'fbf,~iijf;r;:ftq,:t~'fJf;!i."l.'
SUBTOTAL OF LABOR,EQUIPMENT, MATERIALS, SUBCONTRACTORS, & ~MRK UPS ..............$
CONTRACTOR'S INSURANCE, B&O TAX, BONDING ...... ...... ......... ... ............... ...... $
GRAND TOTAL OF COST FOR DAy................................................... ........... ....... .......... ...... $ ;H~~M~i.~~W~!n~f&1r~(~n~~~'ir~~
I OWNER/REPRESENTATIVE
J}L.Jtl1\c\vv"J,N
PIVETT A BROTHERS CONSTRUCTION - > .,
DATE
DATE-
1812 Pease Avenue, Sumner, Wa. 98390
FORCE ACCOUNT SHEET
t.'L' ,",
......1
I. ,
- ,
.'10.. ."....., p... l ~. 'i .:... ~.r
of
DATE 1-- J i) " i'; ~~;
lOB # ::'f! ~ ..} i~'
JESCRIPTION
JOB NAME (~/ [. Ih ,),
r.F'-.. Ii.,., . , I'::" ~ - '.
J ,....-.:....,.. to . - " s..lt
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l ~..
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BASE BENEFITS L1AB INS
GROSS RATE
TOTAL
CLASSIFICATION I NAME
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t ',1~ t t' I ','., ~. .
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EQUIPMENT UTILIZATION
EQUIP, # TYPE OF EQUIPMENT
1:-.,/....... . '--./;, " V
. t". ......./7..",....1 / -' -" /~_..
HOURS
BASE
OPER. COST
GROSS RATE
TOTAL
LABOR TOTAL ... uo..: ............. ...... .0......... ..... ... uO ... ...... ...&.. ....... ... no....._ ...... .....0..... ..... .f. t." .o..$. w[~r@~q~]jf:~lgf~1~~I~'ii~
CONTRACTOR'S LABOR MARK UP Ou........ to........ ............. ........... on .. ............... u... ...$ ~~~~f~~\~~~Y4.~JJ~l~;'~
SMALL TOOLS, ~'OF LABOR TOTAL ...... ...... ......... ............ ......... ...... ...... ......... ............ .... ,$ ;)~i!.;:=;~~~1~~
EQUIPMENT TOTAL ............... ...... ..................... ... ........................,.. ................................. ..$
CONTRACTOR'S EQUIPMENT MARK UP n.........H....U......u......... . .....................$ ~;*~~[[N~li;~~j~~~4d~~~~~~!riih~~.~
SUBCONTRACTOR & MATERIAL UTILIZATION
DESCRIPTION
'I'" 'I, ( I 'I
f' -S L~"--\'~ . (
VENDOR
COST
TOTAL
,. ,
I.. ,'.. } l" ,/'
~]~~1~~I!~3fW~m~~~~;~f~~1u~~]~~~1~ii~~~r~~1~l~ft~~
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MATERIALS & ~UBCONTRACTORS ......................................... ........ .... ...... ............... ..... ~....$ :::[~~!~:~;!~!:!
CONTRACTOR S MATERIAL MARK UP ............ ......... ............ ...... ...!-- __............ ...... ... $ l1i'~:'!"'''~~i!~r.''ti"'''r.t''''..?'''''trJ.,~'il
CONTRACTOR'S MARK UP OF SUBCONTRACTOR ........................__ ......................$ ~;~i!lnr.i1n~~f.;~~~i~~~1~%;tt~ft
SUBTOTAL OF LABOR EQUIPMENT MATERIALS SUBCONTRACTORS & UARK UPS $ ,,',"U!I~:i':"~'iL";C;.i'!;.';j,,!(!i!r.l:i'~{.1'J.
, I' , ,". ... ... ..... .. i;~~~\'J:iJ~iif.rf11;;1N)~!~ffl~.!~'r~rr.;i;,'1f~~~~
CONTRACTOR'S INSURANCE B&O TAX BONDING $ 1~'jJ~1~ffq~i'f!Ji\m1'!,~ifri;w!.la,~1.~~~!1.'
I I .. ~ ~...,. ... . to.... ... ... .,. ... .0' .0. ... ...... ~r;f"~~t!a;:.:;.'r.liIUi~_~i.:Ji~.!~ti.,~.il::;.~.~;tdj:!okl{\
GRAND TOTAL OF COST FOR DAy..................................................................................... $ tiit(\ri~;ig{~~!!i!i!~I~~~iiiffi!il#Wi~i~l
OWNER/REPRESENT A TlVE
DATE
P1VETT A BROTHERS CONSTRlJCTION .
DATE
1812 Pease Avenue, Sumner, Wa. 98390
Bellingham 360.734.8400 Marysville 360.651.24C
~ H.D. FOWLER Bend 541.389.7577 Olympia 360.459.73C
Bremerton 360.377.4507 Pacific 253.B63.86C
COMPANY Clackamas 503.656.3900 Pasco 509.545-D2t
PO Box 160 · Bellevue, WA · 98009-0160 Eugene 541.607.0081 Redmond 541'923'20~
Invoice 12505405 Hayden 208.772.9060 Spokane 509.568.84C
Number BRWH Hermiston 541.922.0775 Wenatchee 509.8B6.BSC
# 164510 HiIIsboro 503.626.2466 Yakima 509.248.84C
~."''IICIa::I'':IDI~ AJL~w... UIIa.=.=;;I~"_-..r.U- --.~_.........."......
[0: Ship to: 2342 ANDERSON HILL RD
1111 '1,,111111,11')11'11,11 III 1 I 1111111'1 "1111 III II I '111'11111 I I
4 PIVEIT A BROTHERS CONSTR. PORT ORCHARD WA 9836693
PO Box 370 -"::"~"'--.:5
Sumner WA 98390.0070 Order# lov Date: Order Writer:
03075259 04/09/09 I"'RANK DUKE
- ~-
rms: NET 10TH PROX bue: 05/10/09 O/JOB: SW BREM/4uSPOOL
::08: H. D. FOWLER ~hip Via: WI LL CALL BOUTHWEST BREMERTON RESID
-
2/2
11
ENT
3
4
Qty
Ship'd
12
1
Q~ Part #
BO'd, UoM Description
o EA PRE-MIX CONCRETE 60L8 BAG
o EA 2" X 36" GAL V NIPPLE,STD WT,A53 ERW
Unit Extended T
Price Price X
3.5~ 42.00
-'If --::80 I ~9..48
-ioe
I ;
I
;\" I ,
..
V\
Sub total 81.48
Freight 0.00
, Tax' , 0.00
Grand Total I 81.48
i
--J~<:l'~'~"'~-"""""''''''~
IERRY
lf~!I'lnl!'11rW rJ<h'I"II'!' IlIHlltll;o.:"'Il~ 'J:lli'''l 1~H '{
Uu VI 'U ""ill i- I.l\l ... H((i lilUiUi".. viuuu I u oil .
lIt
Tacoma Screw l'roducts, Inc.
((/('Ol1/aScrt?lfI.com
IIIVU.l"C
II"VUI\..C H 1""t~~I~I~
loeA TION BREMERTON
DATE 04/20/09
PAGE 1 OF 1
Slu rr I Uf,
Fasteners' Tools' Maintenance & Shop Supplies
~EMIT TO 2001 CENTER STREET
TACOMA WA 98409.7895 USA
800-562-8192,
111111I1/1/11111111111111111111111111111
11111111I1I111I1111II11111111I111~1I11111111
BILL TO
~09900 ~
PIVETT A BROTHERS CONSTRUCTION
ATTN ACCOUNTS PAYABLE
PO BOX 370
SUMNER, WA 98390-0370
SHIP TO
~IVETT A BROTHERS CONST
ATTENTION RECEIVING
1812 PEASE AVE
SUMNER, WA 98390
~
ORDER NUMBER IORDER DATE CUSTOMER P/O NUMBER PAYMENT TERMS
K571793 04/20/09 08-170 1 % 20 DAYS, NET 30 D
WRITTEN BY I SALES REP JOB NUMBER SHIP VIA
JW AL CUSTOMER PICK-UP
123.003-1 6 6 0 183.1 294 C F 10.99
55 HEX CAP SCREW 18-8
1/2"-13 X 1-112"
123-005-' 6 6 0 212.3576 C F 12.74
SS HEX CAP SCREW 1 B.8
1/2" -13 x 2"
123-108-' 8 B 0 679.5443 C F 54.36
55 HEX CAP SCREW 18-8
~ ''''''-11 X 4"
i., 110-1 * 7 7 0 ;,\i'!810.B198 C F 56.76
..t&~Ji~X GAP.:SCAEW .l8-8
5/8"-11 X p"
128.'04-' 12 12 0 4B.2246 C F 5.79
5S HEX FULL NUT 18-8
7/16"-14 COARSE
128-106-1 16 16 0 133.3716 C F 21.34
55 HEX FULL NUT 1 B-B
5/8"-11 COARSE
041-603-1 4 4 0 234.1752 C F 9.37
55 WEDGE ANCHORS
1/2" X 4-1/4"
041-604-1 4 4 0 341.3294 C F 13.65
SS WEDGE ANCHORS
1/2" X 5-1/2"
Thank you for your order. Please notB that all sales are subject to Tacoma Screw Products, .Inc,'s Terms of Sale and Conditions of Sale. If there should
be any questions, or if we can be of further service, please call 12531 572-3444 or 18001 562-8192. We appreciate and value your continued business.
MERCHANDISE HANDLING MISC CHARGE TAX FREIGHT DEPOSIT DEPOSIT INVOICE TOTAL
TOTAL AMOUNT APPLIED
- jtj1[.jff.j~~J.rill~f~
185.00 0.00 0.00 0.00 0.00 0.00 0.00
-
PICK-UP SIGNATURE:
," JERRY MANDEL TE
RAMSETT MECHANICAL CO., INC.
263 S.W. 41sT STREET
..Rl;liTON, WA 98055
July 9. 2009
Pivetta Brothers Construction
1812 Pease Ave
Sumner, WA 98390
RE: Bremerton Pump Station
Ramsett pea No. 02/ work authorization
Add shut off valve to exterior line
Sirs:
Attached you will find our cost proposal, for pea No. 02. The total cost for this
additional work is $ 333.30.
We have proceeded with this work per field direction. Please ask the owner to provide a
change order so we can bill for this work
Please feel free to give us a call if you have any questions.
Sincerely,
Mike Goodman
RAMSETT MECHANICAL COMPANY, INC.
Cc: RMCI Field
pea No. 02
c:\2901\PCO No. 02
TEL:. (4?5) 251-9404 FAX:, (425)251-3595
CONTRACTORS REGISTRATION # RAMSEMC063L3
,...... - r- RAMSETT MECHANICAL COMPANY, INC.
263 SW 41ST STREET
RENTON, WA 98055
TEL (425) 261-9404 FAX (425) 251-3595
TO: PI"etta Brothers DATE: 9.Jul-09
I
REF~ BREMERTONPUMPSTATION PR#: VERBAL
I
USJECT; PROVIDE 2" ISOLATION VALVe RFI#: RMCI pca 2
1.00 LABOR HOURS 3.00 71.10 213.30
2.00 SUPERVISOR HOURS 78.93
3.00 PROJECT MANAGER HOURS 78.93
4.00 DELIVERY HOURS
5.00 AS BUILT 71.10
6.0a
7.00 SUB TOTAL (L 1-6) 213.30
,
8.00 MATERIAL COST 80.00
9.00 PERMITS
10.00 SUBSISTENCE
11.00 TRAVEL
12.00 SUB CONTRACTORS
13.00 SUB TOTAL (LB-12) I 60.00
14.00. TOTALS (L7 & 13) 293.30
,
,
15.00. SAFETY eQUIP {2% OF (..1)
16.00 . SMALL TOOLEXP. (5%OFl1)
17.00, FIELD OVERHEAD (6% OF L 1)
'8.00. WARRANTY (2% OF La)
19.00 . SUB TOTAL (L15-18) I
20.00 LABOR OVERHEAD 15% 32.00
21.00 MATERIAL OVERHEAD 10% 8.00
22.00 PROFIT ON SUBS (10% OF L 12)
23.00 SUB TOTAL (L20+21 +22) 40.00
24.00 TOTALS (L29+23) 40.00
25.00 BOND (1.6% OF l14+24) ,
26.00 SALES TAX (6% OF La)
27.00 I SUB TOTAL (L25+26)
28.00 TOTAL (l27)
29.00 GRAND TOTALS (L14, 23, 27) I 333.30
~:'Ti -:- SUPPORTS AND HANGER UNIT/PR ._ DISC. % COSl UlHR M.C.A.
TOTAL
QTY VALVES UNIT/PR DISC. % COST UlHR M.C.A.
. 1.001 2" BAlL VALVE $80.00 1.00 S80.00
, I TOTAL $80.00
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 8 Page 1 of 5
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (S8-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 4/29/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Install 4 Norwesco RV 38 attic vents, paint to match roof color. Increase in contract price includes $630 proposal from
subcontractor plus 20% contractor's markup plus 8.6% sales tax.
A IT ACHMENT{S):
Proposal from LRS LLC
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the folloWing methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
~ Engineer's Records
D Unit Price
~ Lump Sum
0 Time & Materials
D Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 821.02 (incl. tax)
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
/Z/(f
CONTRACTOR
CITY OF BREMERTON
<lb. FORMS. Work Change Di;'ective. 3-00
LRSLLC
Construction
P.o. Box 45522
Tacoma, W A 98448-5522
253-302-1567
Date: April 24, 2009
Proposal Submitted To:
Pivetta Brothers Construction, Inc.
Attn: Bob Mickel
1812 Pease Ave.
Sumner, W A 98390
Work To Be Performed At:
SW Bremerton Residential
Sewer Extension Pump Station
Bremerton, W A
*Roofin!! Chao!!e Order #1:
Add 4 Norwesco RV38 attic vents
Bid Amount
$630.00
Inclusions: Norwesco RV38 galvanized attic vent, painted to match roofing and
installed per manufactures recommendations.
Exclusions: Taxes, bonds, permits
Addenda Noted: 1, 2
Respectfully Submitted by:
Brent Vieselmever
rage 1 or 1
Bob Mickel
,- , '<. ,>
---_.--_..._._------.._,-----~........_._----_--..........--_.-........_.-..._-~~-----_..........~---_.._...__-........--~-
From: Brad Ginn [Brad.Ginn@cLbremerton.wa.us]
Sent: Wednesday, April 22, 20097:30 AM
Tc): Bob Mickel
Cc: Frank Harer
Subject: FW: Pump Station Attic Ventilation
Altta'chments: NORWESCO 558011 17.doc; Roof vent det.pdf
..-----......---~--.....----..-....,..,..--_-...----._.----._---_..._,...........-..........-......-......--.......-._._.--.---_......_-~----_............--_......._.~..............,--
Froln:- MichaeLGemza@URSCorp.com [mailto:MichaeLGemza@URSCorp.com]
sent: Tuesday, April 21, 2009 4:18 PM
To: Brad Ginn
Cc: John_Gillespie@URSCorp.com
Subject: Pump Station Attic Ventilation
ATTIC VENTILATION
Code requirement:
"For every 300 Sq Ft of attic one needs 1 sq ft (144 sq. inches) of ventilation."
SW Pump station Attic is 308 SF. \lent free area =144 Sq inches.
Therefore it needs four (4) roof vents with a net free area of 38 Sq. In. each (see
attached Vent from Norwesco as example)
Total free area of 4 vents = 152 square inches which is adequate for this attic space.
One may be able to fmd larger vent openings and thus reduce the number of openings.
See attached manufacturer's recommended Basic Roof Penetration detail for installing pipe or roof vents.
Michael Gemza
Senior Architect
URS-15014thAve, Suite 1400
Seattle, WA 98101-1616
Direct Tel: 206.438.2412
Direct Fax: 866-495-1419
(See attachedfile: NORWESCO 55801117.doc)(See attachedflle: Roo/vent det.pdj)
This e-mail and any attachments contain URS Corporation confidential information that I11llY be proprietary or plivileged. If ~.ou receive this l11e~sllge
in error or lire not the intended n'cipient, you should 110t retain, distribute. disclose or use till)' o{this informati0I111nd you st](luld destroy the e-mailllnd
any attachments OJ" copies.
4/22/2009
SWL DETAILS
BAS C ROOF PENETRATION
,..
0./"
BLE MOVEMENT REQUIRED
SEALANT
~
L--
pooFVft\T
~
THE L MOVEMENT OF ROOF
IN BOTH DIRECTIONS
DEKTITE COLLAR
CUT TO FIT
PIPE DIA.
I
I
I
I
I
i
I
SEALANJ BETWEEN
VENT & ;KTITE
~
tt
/
.
\ '"
Notes:
1) This detail must provide f r thermal movement expected in he roof system.
2) Collar to be fabricated wi h enough tolerance to compensat for movement.
~1 rne;rec::no
..., = I...... marin
~
NORWESCO 558011 17-lnch bv 20-lnch Galvanized Roof RV38 Ventilator
RV38. Galvanized. Roof Vent, 38 SQIN Free Area, 17" x 20" Base Plate.
ATTIC VENTILLATION
300 Sq Ftofattic'needs1 sq fl (144 sq. inches) ofvenlilation.
308 SF Attic needs four (4) roof vents as shown above,
Tolal free area of 4 vents = 152 square inches.
CITY OF BREMERTON WORK CHANGE DIRECTIVE
viJCD#: 9 Page10f 2
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (S8-1) Project #: 5060
CONTRACTOR: Pivetta, Brothers, Inc.
Date: 5/7/20'09
YOU AREmREGTED TO PROCEED PROMPTLY WITH THE FOLLQWING CHANGE(S):
Install additional conduits and cables from the VFQs to thePLC required for Speed Reference, Speed Control, and amps,
Conduit and wire were not shown on plans orc6nduit schedule.
Price increase of $3,255.39 includes subcontractor's proposal of $2,498 plus20%contractcir's markup plus sales tax.
A IT ACHMENT(S):
Proposal from Madsen Electric
If a claim is made that the above change(s) have affected Contract Price or Contract Times any c1aiinfor a Chang!3 Order
is based thereon will involve.one..ormore of the foUowingmethods of determining th.e effectofthe change{s).' The
Change Orderwiltbeexecuted in accordance with Section 1-Q4.4 of the WSDOTStandard$pecifications, or Article 100f
the General.Conditions.
Method of>'determining change in Coritract Price:
Method of determining change in Contraq(T1ri1es:.
D
rgJ
D
D
Unit Price
D
rgJ
Contractor's Records
Lump Sum
Time .& Materials
Engineer's Records
Otner:,
D
Other:
Estimated increas~(decrease) in ContractPrice:
Estimated increase (decrease) in Contracl~Tirru:ts:;
$ 3,255.39 (incl. tax)
Substantial Completion:
o . days;
If the change involves an increase, the estimated
amount is not to b.e exceeded without ,further
authorization.
Ready for final payment 0 days;
'Ifthe chango involves ah increase, th? estimatedtimes
are notto be exceede,d without further authorization.
RECOMMENDED:
AUTHORIZED:
,/J)'lJ,9 ,Q
o' V". ~......\. 'A~
,:t" j "~ O.~-
CONTRACTOR
CITY OF BREMERTON
'-It' r')Rt'-f1S. :,,\h,:lh CJ1{::'ng!' D;'(:-,~" '.' '~ __
A,prll 30, 2009
MADSEN
ELECTRIC
Plvetta Brothers Construction, Inc.
P.O. Box 370
Sumner, WA 98390
Attention: Bob Mickel, Project Manager
Project: SW Bremerton Residential Sewer EXT Pump Station
Subcontract:
R:eference:
Madsen Change Request No.: 830449~05
DESCRIPTION OF WORK: Added conduits and cables from VFO"s to PCP for Speed Reference, Speed Control,
and Amps. Conduit and wire not shown on conduit schedule or floor plan drawings
HOURS
RATE
$75.24
$104.23
$86.84
$80.00
EXTENSION
422 54
1,429 56
0.00
0.00
200 00
A MATERIAL: (see attached)
B. LABOR: Straight Time 19.00
Overtime (1 1/2X)
project Superintendent
Project Manager 2 50
C. DIRECT JOB EXPENSES: (Rentals per N E CAJOther)
As-Built Drawings
4%
57.18
0.00
0.00
000
D. SUPPLIER RESTOCKING CHARGE:
E. LABOR & MATERIAL EXPENDED PRIOR TO CHANGE:
F. SUB~TOTAL: AI B, C. D & E
G CONTRACTORS OVERHEAD:
H SUBTOTAL: F & G
I. CONTRACTORS PROFIT:
J. SUB-TOTAL: I & J
3%
2,109.28
31639
2,42567
72.77
2,498.45
15%
TOTAL COST OF CHANGE ORDER ...........,.......;... .1
REMARKS: Our price is based on a 40 hour workweek. No overtime or shift differential is included
unless specifically shown above. We also exclude any allowances for escalation or schedule
compression unless indicated above. Our price is subject to cost change if not accepted within 10 days
Please forward authorization in writing per the contract terms and conditions.
We request a time extension of _2_ working days. We reserve the right to assess the cumulative Impact
of this Change Order
Submitted by: Travis Sharp, Project Manager of Madsen Electric
$2,498 I
Authorized by:
of Pivetta Brothers Const, Inc.
830449 COP xis
3939 South Orchard Street
Tacoma, Washington 98466 (253) 383-4546
FAX (253) 591-7079
A DiWsion 01 C/1I1 T.. Midselll~
Ualllse # MADSEE'14OPB
"If it's electrical, it's our bUsiness. .
Pivetta Brothefs Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
\J) c. f) ~.0: ~
#
13
c
SW Bremerton Residential Pump Station
Date:
May 18,2009
Attn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Project Number:
ShIp Via:
Re:
SW Residential Sewer Ext. PS SB-1
We are sending you:
BShOP Drawing
Copy of Letter
Samples
2008/170
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
c==JPrints c==JPlans
~Change order [===::JSpecifications
x
Description
Total
Quantity
UM
Additional conduits and cables from VFD's to PCP
See attached.
Electrical contractor
Subtotal
Contractor Markup
Grand Total
uc
12%
$ 2,498.00
$ 299.76
$ 2,797.76
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner. WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton WCD #: 9
Date: 7/7/2009 PBC Force Acct. #: 13
~~'~~@lli~~~~~~fj~~~4i;1~~i!Ufi?~.t~!1tH~~~~t~~~~;:~Effi)ilU~~~iiffit!~mE1;!ffii~Jttlk1;;j~~~~~llffim;~;Pij$~tlptfQ~";~f~t;~~glim~m~i;~~;n-~~~~~i[~;f:pP$.1~~!i~i~1~~t~~r~~~~~~~Ffm~~f~~4f1~tH~!1~f~f~S'~l~
Additional electrical conduits and cables from VFD's to PCP
~~~nW~i~~jc.wm~ltf~iiff.~tJ~}f!~t:?~~~li~~~fi~Wi~~~j~f~~t.ttft+;!?l~il~i~m;t!iliirt~~i;H~~Uabpr9~4~ "d;iEq\iJpmeln:iHf:~}m~tbli~H~~~~~~~~m.!t.f.:~~[;mim~~J~l~n~~~t~1~~mfu~f;t~tffi~~~\ltij~trti1{&~~~
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Eouioment Hours Per Hour Equip Cost
Foreman $ 55.98 $ - 450 Excavator $ 235.69 $ -
Operator $ 53.95 $ - Foreman Truck $ 19.66 $ -
Pipelayer $ 44.81 $ -
Laborer $ 43.96 $ -
TCS $ 38.41 $ -
Flagger $ 37.21 $ -
Total $ - Total $ - .
li~;g:fJl;l{~~~~U~I~f~~nimfF.~}!~~I~i~~~~IHf;W~~j~f[~~~~~~ffi.Hfiffl~~ii~~~~~;~im~~"iE~n~~11m~lMAte.tJt1(s:1~.~~Q~nilf!H~v.~~~~mnHil;t~{~~r~~~jgt~~ulli:h~till~~f~fJrJr~?Jr~~~~~~i~illm~m~iEJMffl!~~~5t~j.
Description Quanlilv Unit Unit Cost EXtended
$ -
$ -
$ -
$ -
$ -
Total $ -
f.~1!m~n~~n~~rJ#::fJJgir~kf~~:!tf1~J~~~;mR~:~1r~fi~j~~m~~~ilfJt~~~tlU~~~~i:~lM~m~~r~n~l~imm~j,~)J.b~:Q_'iJ_t.i':~,e:tprs~?~tl!i~~H~i~$.gH~E~~~~~fMi~H~H~~~~%f~!fHi~2~i1~fiW~{i~t1~~1l;~t:~ni~iw:-~!~gB~mtfm,*aM'
Description Quanlitv Unit Unit Cost EXtended
Madsen Electric 1 LS $ 2,49B.00 $ 2,498.00
Total $ 2,498.00
;~;;~~~~~}r~~lliH~~E~m~ili~~i~~~;ilnt~lvgdtlr~~illf~~r~~~~;i~4~~J~.~titlH~~i1H~~W~1~~~d~f~EQtt::ejA~qq.q:fl.t;R~:i:ip~gtffi~~~~ff~~1fiB?{~'~~~.r?~]~'~U~mfr.~~tffil~!~W[tif~~}~~~n~itYii~fii~~~~f~~~~~ji~ITf
.{!f~i~~~Ji~~f.;'f~n~~t~~~~mrn~f~~~;;~~i~;~@Hf~~tE:m4jliil!~~~t1.~ffi'ff.nrr~~~!{i~ili!m~~1utff~flfr~~?t~{~}ij~~m~m~F:~~*~~~~f~]ifJJf~WI~~~~m!i!~fj~~~Z{ig~~~i~U#:~r~~ti~Wf.~l~~~~.f.frrWdi~fffj1~f~;tlit~r;!~
Sub-total Markup % Total
Labor $ - 29% $ -
Equipment $ - 21% $ -
Material $ - 21% $ -
Subcontractors $ 2,498.00 12% $ 2,797.76
Trucking $ - 21% $ .
Total $ 2,797.76
April 3D, 2009
Pivetta Brothers Constructlon. Inc.
P.O. Box 370
Sumner, WA 98390
Attention: Bob Mickel, Project Manager
Project: SW Bremerton ResIdentral Sewer EXT pump Station
Subcontract~
Reference:
Madsen Change Request No.: 830449~05
DESCRIPTION Or WORK: Added conduits and cables from VFD's to PCP for Speed Reference, Speed Control,
and Amps. Conduit and wire not shown on conduit schedule or floor plan drawings
HOURS
A MATERIAL: (see attached)
B. LABOR: Straight Tima 19.00
Overtime (11/2X)
project Superintenden\
Project Manager 2.50
C. DIRECT JOB EXPENSES: (Rentals per N E CA./Other)
As-Built Drawings
D. SUPPLIER RESTOCKING CHARGE:
E. LABOR & MATERIAL EXPENDED PRIOR TO CHANGE:
F. SUB-TOTAL: A, Bt C, D & E
G CONTRACTORS OVERHEAD:
H SUBTOTAL: F & G
I. CONTRACTORS PROFIT:
J. SUB.TOTAL: I & J
RATE
$75.24
$104.23
$86.84
$80.00
4%
15%
3%
TOTAL COST OF CHANGE ORDER .................... , . . .1
REMARKS: Our price is based on a 40 hour workweek. No overtime or shift differential Is included
unless specifically shown above. We also exclude any allowances for escalation or schedule
compression unless Indicated above. Our price is subject to cost change if not accepted within 10 days
Please forward authorization in writing per the contract terms and conditions.
We requesl a time extension of _2_ working days. We reserve the right to assess the cumulative Impact
of this Change Order
Submitted by:
Authorized by:
Travis Sharp, Project Manager
~~
5" 7 0'
830441} COP xis
3939 Soulh Orchard Street
Tacoma. Washington 98465 (253) 383-4546
FAX (253) 591-7079
A Di'M1cl!l 01 CIlII 1.. M.JdSl!n In.
WnslI , MII0SEE"4l1PS
of Madsen Electric
EXTENSION
422 54
1,429 56
0.00
0.00
200 00
57.18
0.00
0.00
000
2,109.28
31639
2,425 67
72.77
2,498.45
$2,498 I
of Pivetta Brothers Const , Inc.
"If It's electrical. iI's our business. U
r a15c 1 U.1 1
Bob Mickel
._~---------_..._._-----~.---------_._-
From: Bob Mickel
Sent: Tuesday, May 05, 20094:44 PM
To: 'Brad Ginn'; 'Kathryn Kelleigh'
Subject: Bremerton SB-1 Madsen Electric additional cost
Attachments: DOC090505-001.pdf
Attached is an additional work request from Madsen Electric. Cost to Bremerton will be $2,498 plus our markup
of '12 % plus tax.
PIE~ase advise jf this work is approved. You can let Jerry know in the morning. I will not be able to be there.
Bob Mickel
Sr. Project Manager
Pivetta Brothers Construction, Inc.
1812 Pease Ave.
Sumner, WA 98390
Phone 253-862-7890
Fax 253~705008
Cell 253-377-3717
5/5/2009
GITr' OF BREMERTON WORK CHANGE DIRECTIVE
JVCD#; 9 Page 1 of 2
FiRd~ECT: SW Bremerton Residenti;;il Sewer Extension Pump. Station (SB-1 ) Projecf#: 5060
CONTRAcTdR: Piyetla Brothers, Inc.
Date: 51712009
VOU.AREDIRECTED TO PROCEED PROMPTLY WITH THE fOllOWING CHAN€3E(S):
Install additional conduits and cables from theVFDs to lhePLC required for Speed Reference, Speed Control, aM amps.
Conduit and wire were not shown on plans or conduit schedule.
Price increase 0($3,255.39.includes subcontractor's proposal of$2,498 plus 20% contractor's mar.kupplus $ales tax.
ATT ACI1MENT(S);
Proposal from Madsen Electric
. 1>" ,. - . '. -
If a claim is made:th~tthe abovecharige(s) have affected Contract Price .or C.ontrac;t Times any claim for a Change Order
is based thereon will involve' one or more ontia following inethodsof dete.rmining the effect of the change(s).. ThE:!
Change Orderwili .beexecuted in accordance with Section 1-04.4 of the WSDOT Stahdfird $pecificatioifs, or Article 10 of
the GeneralcondJtions.
Method-of determining change in ContraCt Price:
Method. of de~~rmlnjng change in Contract Times:
o
g]
o
o
Unit Pril:;e
Lump Sum
Time & Materials
o
[2l
Contractor's; ReGords
Engineers Rf3cords
Other:
o
other:
E:stimatep increase (decrease) in ContraclPdce:
Estimated increase. (decrease) i8 CohtraGt Tirries;.
$ 3,255.39 (incl. tax)
Substantial Completion:
o days;
if the change involve~an i[lcrease, the estimated
.amount is not.to be exceeded without further
authorization.
Readyforfinal payment: 0 days:
If the change involves ~n increase, !t)ee~timateq tihies
are.not to be exceeded with put further !'Il,.Jthorization.
RECOMMENDED:
~~/-.
S~ft7
AUTHORIZED:
rjd{1l2.)) --.-.:......--.---'-
j/ .. .L/l~?.,--(j-- .. -
CONTRACTOR
CITY OF BREMERTON
':In, FOHMS. IV<:>rk Chang".C..reCIl\"J, :J .(Jr.,
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 10 Page 1 of 7
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB..11 Project#: S060
CONTRACTOR: Pivetta Brothers, Inc.
Date: Snl2009
YOU'ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Overhaul city-provided generator to include replacing all hoses and belts,f1ushirig and filling fluids, replaCing other rubber
parts, conducting a load test, and oth~r routinemainten~nce,recommended by the manufacturer.
:seeattCiche<,1 proposal from contractor and supportilig dOcur(lentation. The total ,cosfincrease of $4;260.68 includes the
subcontractor's price,plus 20% contractor's markup and sales tax.
A TT ACHMENT(S):
Proposal from Pivetta Bros. and supporting documentation.
, , . , . - , "l-
Ifa claim is made that the above change(s) have affected Contract Price orC6ntract Times any C/aimfora Change Order
,is b(3sed;thereon will involve ,one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications. or Article 10 ,of
the General Conditions. '
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D
[ZJ
D
D
Unit Price
o
,~
Contractor's Records
Lump Sum
Time & Materials
Engineer's Records
Other:
D
Other:
Estimated increase (decrease) in Contract Price:
Estimated Increase (decrease) in Contract TImes:
$ 4,260.68 (inc!. tax)
Substantial Completion:
o . days;
If the change involves an increase, .theestimated
amount is not to be exc~eded without further
authorization.
Readyforfin<;iJ payment: 0 days;
If the change ihvolves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
J ' 'fy1. 1/ ;"
J;.''/ ;' 1 . ~ ' ~ ~', "
{/ {/ I d....X ,VU_~,'H ;,;
".., ,-,;>,-,;..:,:~?.._.........-.-
CONTRACTOR
CITY OF BREMERTON
ab, FORMS, Work Change 9irective, 3~Q()
Brad Ginn
From: Bob Mickel [bob@pivetta.com]
Sent: Thursday, May 07, 20098:58 AM
To: Brad Ginn
Subject: RE: generator
Attachments: DOC090507 -004.pdf
Brad:
I would like this to be treated as a lump sum quote for additional work with a markup of 20%. We've spent a lot of time
with Cummins on this for which we have not billed.
Cummins first additional service including the 2 hr load test
Cummins second additional service to be completed on site
Subtotal
Lump Sum Markup at 20%
Total
$1,750.00
$1,519.40
$3,269.40
$ 653.88
$3,923.28
See attaci:hed documentation.
Bob Mickel
Sr. Project Manager
Pivetta B:rothers Construction, Inc.
1812 pe:ase Ave.
Sumner, WA 98390
Phone 253-862-7890
Fax 253-4705008
Cell 253-377-3717
I
From: Brad Ginn [mailto:Brad.Ginn@cLbremerton.wa.us]
I
Sent: THursday, May 07, 2009 8:30 AM
To: Bob Mickel
Subject: generator
Bob,
I'm still waiting for the total price for generator work. I understand they are scheduled to come out Monday to do the
remaining work. I'd like to issue a WCD before then.
Brad Ginn, PE
Civil Engineer III
City of Bremerton Public Works & Utilities
3027 Olympus Dr.
Bremerton. WA 98310
(360) 473-5344
brad.qinn@ci.bremerton.wa.us
MARw27-2009 12:3lAM FROM-Cummini Narthwlit
+425-235-9202
T-TZT P.DOl/OOB F-802
C Northwest
March 27, 2009
Fl~S T
w} ."2
Ad d \ Ie &h A L. Sew' ::. oil.---
~~ lOA! -resT
Mr. Bob Mickel
Pivetta Bros.
Faxed: 1-253-470-5008
No. of Pages: -E:--
Ae: 1. Project No. 30939 - Kaiser Road PS
2. Project No. 31064 - SWBremerton Residential Sewer
Dear Mr. Mickel:
Attached please find the following:
Revised Sales Order for Kaiser Road PS - This has added the Optional Sans 10 Amp Battery Charger
IIil the amount of $550.00.
Revised ales Order for SW Bremerton - This has added the Service Generator, belts, hoses, filters,
011 and filters. along with Performing 2 hours toadbank testing In the amount of $1,750.00.
We will need to have these sales order signed and returned. We will also need to have revised or
~mendments to your purchase orders to Include these additional costs.
If you could return by fax to 425-235.8202, or email to me at Barbara.a.lackson@cummlns.com, It will
be greatly appreciated.
Please do not hesitate to califf you have any questions. Thank you In advance for your assistance in
this request.
Bj - enclosure
Cummins NOrtf\weSl. u.c
811 SOUtnweSt G~y Way (98055-2S44)
P.O. Box 9811
Renton, WA. 98057-3o:xl
Phone 425 236 S400
FQ)( 425 235 8202
cummlnsnOfU\West.com
SeNice LocatiOn6; Al8S1<8 - Anchcnge: Montana - Missoula:
Oregon -Coburg, Medford, PeI'ldlGlton, POrtlmd, Portland DimribvtiQ"l Center;
Washington - enNiS, RentOn. Spokane. Yakima
~--~
Page 1 ot j
Bob Mickel
From: richard.dickson@cummins.com
Sent: Thursday, March 26,20097:02 PM 1=\~~T AJdt TtQ-Y\,Q-C. C;; CI'Z.V.c:.te
To: Bob Mickel
Cc: william.j.pederson@cummins.com; barbara.a.jackson@cummins.com
Subject: Fw: SW Bremerton Service Suggestions
Thanks Bob
I have passed the instructions on to the shop and they will take care of it.
Regards,
Richard Dickson
Power Generation Sales
Cummins Northwest, LLC.
811 SWGradyWay
Renton, WA 98057.2944
Main: (425) 235-3400
Direct: (425) 277.5340
Fax: (425) 235-8202
Mobile: (206) 794-9801
Bob Mickel <bob@plvetta.com>
To richard.dickson@cummins.com
cc
Subject RE: SW Bremerton Service Suggestions
03/1112009 06:26 AM
Dick:
4/3/2009
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Bob Mickel
From: richard.dickson@cummins.com
Sent: Monday. April 20, 2009 10:12 AM
To: Bob Mickel
Cc: dan.j.lothian@cummins.com; william.j.pederson@cummins.com
Subject: SW Bremerton PS
Attachments: Genset Hoses & Mounts.xls
AMl;t trYlq,<-.
5e,c&-\cJ
S e eel; CO- -e. .
Bob W d It. k. ~ c.. '"' c!'d Co\.. ( or.P ~ "'-
Following up on my visit of last week, I have the parts identified a~~~~i1abili::~~~on.\ ,l;S:
discussed the. rep.lac~mentQf t.he mOl.lnts with our service manager Dan Lothian and Dan has agreed to waive
travel time and mileage charges as well as the labodo replace the mounts. We expect it will take a full shift to get
the mounts taken care of as we will have to use jacks and cribbing to lift the generator to accomplish the mount
change.
abor for installation of the additional rubber components amounts to $500 and we request a changeorder to
cover this. Again. the travel time and charges will be waived to accomplish the replacement 0 of these items. The
replacement of the hose between the oil pan and oil pump will. take most of the time.
Part~ are listed in the attached excel spreadsheet and amount to $1.019.40, and we request this be added to the
chan'georder.
In summary. we expect to take two days to accomplish the above tasks with all labor travel time and mileage
expenses waived except for $500 labor ( this equates to 4 hours); Parts are through our parts department at
regular customer pricing. The total amount requested for the changeorder is $1,519.40.
Please let me know if this is acceptable and I can get the parts ordered. We would like to get these tasks
accomplished before startup day. Parts were stock at time of verification and available in a couple of days.
Regards.
Richard Dickson
Power Generation Sales
Cummins Northwest, LLC.
811 SW Grady Way
Renton. WA 98057 ~2944
Main: (425) 235-3400
Direct: (425) 277-5340
Fax: (425) 235~8202
Mobile: (206) 794~9801
4/27/2009
SW Bremerton PS
Project 31064
Onan Model 155.0DFE-15R12657
Serial L83069073
Feight
Qty Description Part # Unit Price Extension lfi117% Total
Motor Mounts- Pad type oval shaped- base 3/4"
through bolt in center with 5" centre to centre 3/8" 402-0371 superdcedes to
2 bolts on bottom flange. 402-0779-06 $ 20.17 $ 40.34 $ 6.86 $ 47.20
Alternator Mounts Marked ONAN 1702828
2 Manufactured by SMC. Need rubber portion only. . 402-0384 $ 231.77 $ 463.54 $ 78.80 $ 542.34
Oil Hose from oil pump to oil pan. #20 Approx 28
1/2 " long. Male NPT one end, female swivel other
1 end at oil pan end. Hose tag # AS2002840MS 3010456 $ 279.52 $ 279.52 $ 47.52 $ 327.04
Oil hose frOm oil filter housing to oil pressure switch.
1/8 npt male each end. Can be replaced with
female swivel one end with #2 to 1/8 npt nipple and
1 1/8 npt other end. 23" OAL $ 20.20 $ 20.20 $ - $ 20.20
Fuel Hose AS1 003600SS. #10 x 36" long swivel
1 both ends. # 10 Hose $5 per ft. $ 15.00 $ - $ 15.00
Rubber 45 degree elbow from air filter housing to air
1 filter pipe. # 45HL55 45Hl55 $ 27.30 $ 27.30 $ 4.64 $, 31.94
_ Rubber coupling air intake pipe approx 7 inches long
1 5 1/2" Intake pipe. 3H55 $ 30.50 $ 30;50 $ 5.19 $ 35.69
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CITY OF BREMERTON WORK .CHANGE DIRECTIVE
WCD#: 11 Page 1 of. 3
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: ,5060
CONTRACtOR: Pivetta Brothers, Inc.
Date: 5/27/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Add Sealoffsand conduit into jboxes on wall near Class 1 Div 1 wwetwell per L&I Electrical Inspector to make code
compliant.
ATT ACHMENT($):
Proposal from Pivetta Bros,
. I' .
=
If a claim is made that the above change(s) have affeqted Contract Price or Contract Times any ciaim for a Change Order
is based thereon will involve one or more of the following methods of determining, the effect of thechahge(s). The
Change ,Order wJJI be executed inacco[Qance with Section 1, -04.4 of the WSDOT Standflrd Spedfioations,or Article 10 of
the General Conditions. '
t ' .
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D
o
o
o
Unit Price
Lump Sum
Time & Materials
o
rg]
Gontracto(s Records
Engineer's Records
Other:
o
Other:
Estimated Lncrea,$e (decrease) in Contr<,\ct Price:
Estimated increase (decrease) in Contract Times:
$ 5.435.73 (inc!. tax)
Substantial Oompletion:
o days;
If. the change invQlves an inqease, the estimated
amount is not to be exceeded withQut further
authorization.
Ready for final payment: o days;
If the change involves an.increase, tneestimatedtimes
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
'''''er")
'1 4</.i!:. .~,
.t./j v 'C':'..~:-,:,..._.__"+:--~_'
CONTRAC10R
CITY OF BREME@TON
,<, <,.1;:-:, ";';,_,r1-< ,,',,:1 :,<lnqr::
Pivetta Brothers Construction1 Inc.
P,O: Box 370
1812 Pease Avenue
, Sumner. Washington 98390
(253) ~62-7890. Fax (253) .470-5008
Change Order ReqiJest
#
14
SW Bremerton Residential Pump Station
Date:
May 18. 2009
Project Number:
AIm:
Brad Ginn
Ship Via:
Adr:
City of Bremerton
3027 Olympus Drive
Bremertory, VVA.98310
Re:
SW Residential Sewer Ext. PS 58-1
We'aresending you:
B' Shop Drawing
! COPy'of Letter
: ~amples
. I
2008/170
US Mail X
.USPS
Airborne'
UPS
Coumer
Other (hand delivery.)
Attached Un~er Separate Cover the following Items:
[===:JPrints [===:JPlans
~Change order[===:JSpecifica~ons
Description
i
Adq sealoffsin accordance with requirements of
State Electrical Inspector.
I
Quantity
UM
Total
Ele<::trical contractor
Subtotal
Contractor Markup
Grand Total
uc
12%
$ 4,469.0.0
$ 53p,2a
,$5.005.28
May 13. ~009
o E
ELECTRIC
Plvc.tta Brothers Construction, Inc.
P.O. Box 370
Sumner, WA 98390-
Attention: Bob Mickel, Project Manager
ProJe.~t: SW Bremerton Residential Sewer eXT Pump Station
Subcontract:
Refer~nce:
Madsen Change Request No.: 830449-07
DESCRIPTION OF WORK: Addition/of,Sealoffs and conduit into jboxes on walt neat
Class 1 Div'1 wetwell per l&1 Electrical Inspector tOlT!~k~ code compliant.
HOURS
RATE
$75 24
$ W423
$8684
$8000
eXTeNS10N
2,26244
1.279.08
000
0.00
18000
A MATERIAL: {see attached}
B. LABOR: StralglJt Time 17 00
OVEl.rtime {1 1/2X)
Project Supeiintehdenl
Project Mah~ger 2.25
c. DIRECT JOB EXPENSES: (Rentals per N 1; CA lother)
As-Built Drawings
4010
51.16
000
000
000
D. SUPPLIER REST08KING CHARGE:
E LABOR & MATERIAL EXPENDED PRIOR TO CHANGE:
F SUB~TdTAL: A, 8, C, 0 & E
G. CONTRACTORSOVERHEf\D:
H SUBJOTAL: F&G
I. CONTRACTORS PROFIT:
J SUS-TOTAL: I & J
3%
3,7]2.6;8
5!35. gO
4.338 59
130 16
4.488.74
15%
TQTA,LCOSTOF CHANC;E ORDER.. ....... .... .. ... . .... .{. .
REMARKS: OUf price is based on a.40 hour workweek. No overtime or shift differential is included
unless $peciflcally shown above. We .also exclude any allowances for escalation or scnedule
compression JJnless indicated above. OUr price is subject to cost change If not accepted within to/days.
Please forward authorization in wilting per the contract terms and conditions. .
We request a time extension of_3_ working days We reserve the rlghtto assess the cumulative Impact
of this Change Order
Submitted by: Travis Sharp, Project Manager of MadsEin electric
$4,469 I
Authorized by:
of Pivett;:;) Brothers GbriSt, tne
830449 COP xis
::1:139 $outh Orch8rd Slrl'!.el
Tacbma, Washington 98466 (253) 383-11546
. FAX (?53) 59.1-707(J
'" Oi"'$Kft' n1 (;qllT ~iJd"lm /""
ti";'!,,. t \IADSfie-,.O!'B
"If it's electrical, it's our business."
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 12 Page 1 .of7
PRQJECT: SW Br,emerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 6/5/2009
YOlt ARE DIRECTED TO PROCEED PROMPTLY WITH'THE FOLLOWING CHANGE(S):
1. Provide conduit and wire from PCP to the Insertion FldwMeter. Terminate Wires at the 24 V power supply in the PCP
in accordance with directions provided by Quality Controls Corp.
2. Supply and .install a new breaker at the generator. The old breaker on the generator has been painted over some time
in the past and is not acceptable to the state electrical inspector because the paper label plate has been painted and can't
be cleaned without destroying the label.
ATTACHMENJ(S):
Proposals from Pivetta Bros.
If aclairn is made that the above change(s) have affected Contract Price or Contract Times any' Claim for a Change Order
i$ based thereon will involve .one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standan:JSpecifications, or Article 10 of
the General Conditions.
M~thod of determining change in Contract Price;
Method.of determining change in Contract Times:
o
[gJ
o
o
Unit Price
Lump S.um
'(ime &. Materials
Other;
o
~
Contractor1s Records
Engineer's Records
o
Other:
Estimated increase (decrease) inContrlict Price:
Estimated increase (decrease) in Contract Thnes:
$ 4,42'2.54 (incl. tax)
Substantial Completion:
o days;
If the change involves an iherease, the estimated
amount is not to be exceeded without further
authorization.
Ready for final paymem: 0 days;
If the change ' involves an increase, the estimated times
are not to be exceeded without,furtl1er authorization.
RECOMMENDED:
CONTRAcTOR
AUTHORIZED;
~/j /Lf) Q'
)/ l/T7 >;:--:-)
CITY OF BREMERTON
"')
abiFORMS. Work'Change Dih,ctive. 3-00
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
16
L
Date:
June 4. 2009
Altn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
SW Bremerton Residential Pump Station
Project Number:
Ship Via:
Re:
SW Residential Sewer Ext. PS S8-1
We are sending you:
BShOP Drawing
Copy of Letter
Samples
200B/170
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
C:==JPrints C:==JPlans
~Change order c===JSPecifications
x
Description
Total
Quantity
UM
Provide conduit and wire from PCP to the Insertion
Flow Meter. Terminate wires at the 24 V power
supply in PCP in accordance with directions provided
by Cluality Controls Corp.
See breakdown from Madsen Electric
Accepted by:
Date Accepted:
LS
Subtotal
Contractor Markup
Grand Total
UC
$ 1,234.00
12%
$ 1,234.00
$ 1,234.00
$ 148.08
$ 1,382.08
May 28, 2009
MADSEN
ELECTRIC
Pivetta Brothers Construction, Inc.
P.O. Box 370
Sumner. WA 98390
<f: Yo. "" .~ r. ~ j'
~tot.. colt.4n~
Attention: Bob Mickel. Project Manager
Project: SW Bremerton Residential Sewer EXT Pump Station
Subcontract:
Reference:
Madsen Change Request No.: 830449-08
DESCRIPTION OF WORK: Conduit and wIre from PCP to Insertion Flow meter
wilres terminating at 24V power supply in PCP per ace's direction.
HOURS
RATE
A. MATERIAL: (see attached)
B. LABOR Straight Time 10 00
Overtime (1 1I2X)
Project Superintendent
Project Manager 1.00
C. DIRECT JOB EXPENSES: (Rentals per N.E.C.A/Other)
As-Built Drawings
$79.83
$11222
$93.50
$80.00
4%
D. SUPPLIER RESTOCKING CHARGE:
E. LABOR & MATERIAL EXPENDED PRIOR TO CHANGE:
F SUB.TOTAL: A, B. C, D & E
G. CONTRACTORS OVERHEAD.
H. SUBTOTAL: F & G
I CONTRACTORS PROFIT:
J. SUB-TOTAL: I & J
15%
3%
T~TAL COST OF CHANGE ORDER....................... .1
REMARKS: Our price is based on a 40 hour workweek. No overtime or shift differential is included
unless specifically shown above. We also exclude any allowances for escalation or schedule
compression unless indicated above. OUf price is subject to cost change if not accepted within 10 days.
Please forward authorization in writing per the contract terms and conditions.
We request a time extension of _1_ working days. We reserve the right to assess the cumulative Impact
of this Change Order.
Submitted by: Travis Sharp. Project Manager of Madsen ElectrIc
EXTENSION
13162
798 30
0.00
0.00
8000
31.93
0.00
0.00
000
1,041.85
156.28
1,198.13
35,94
1,234 07
$1.2341
Authorized by.
of Pivetta Brothers Canst., Inc
830449 COP Jlls
3939 South Orchard Street
Tacoma, Washington 98466 (253) 383-4546
FAX (253) 591-7079
A Clillisicn Df Cart .r; MadHn fnc
llcflllS911 MADSEE'14CJP8
"If it's electrical, it's our business.'
Description
"3./4" GRC (GALV)
'3,/4" GRC MYERS HUB
3/411 GRC 90 DEG ELBOW
3/4" l~H MAll STRAP
3/4" CLAMP BACK
3/4" GRC CUT & THREAD
#1.8- IP TWISTED CABLE
2521 CABLE CONN (0.250-0.375)
2~~-18 INSUL BUTT SPLICE 2RA18
WIRE MARKER
1/4~20x 2 1/4 WEDGE ANCHOR - 11{8 MIN DEPTH
H-S15M TV-RAP ( 7")
#18 WIRE CONTROL TERM
FDC2 3/4 CONDULET
D5100G 1G FERALOY BLANK COVER
Tc~tals
Qty U
35 C
lC
IC
6C
6C
SC
50 M
lC
3C
6 E
8e
10 C
6E
1 E
IE
Total Mat($) Total Hours
35 2.17
6.3 0.15
9.6 0.33
3.08 0.41
6.65 0.75
o 1.88
15.25 0.34
4.59 0.44
1.49 0.19
9 0.78
3.78 0.8
1.13 0.63
o 0.54
24.25 0.63
11.51 0.06
131.62 10.07
e )lJ.~ ,b ; r +0 I'Loo
CC>L- ~(Co
Pivetta Brothers Construction. Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
15
Date:
June 4, 2009
Attn:
Brad Ginn
Adr;
City of Bremerton
30,27 Olympus Drive
Bremerton, WA. 98310
SW Bremerton Residential Pump Station
Project Number:
Ship Via:
Re:
SW Residential Sewer Ext. PS SB-1
We are sending you:
BShOP Drawing
Copy of letter'
Samples
US Mail X
USPS
Airborne
UPS
Courrler
Other (hand delivery )
Attached Under Separate Cover the following Items:
c==]Prints c==]Plans
~Change order c==]specifications
2008/170
Description
Total
Quantity
UM
Supply and Install a new breaker at the Generator. The
old breaker on the generator has been painted over
some time in the past and is not acceptable to the
State Electrical inspector.
See attached breakdown from Madsen Electric
Accepted by:
Date Accepted:
LS
Subtotal
Contractor Markup
Grand Total
UC
$ 2,402.00
12%
$ 2,402.00
$ 2,402.00
$
288.24
$ 2,690.24
June 1, 2009
MADSEN
ELECTRIC
Pivetta Brothers Construction, Inc.
P.O. Box 370
Sumner, WA 98390
E1- h:t>,'" -hit.-
e 0 (L. -;t:!- \ 5
Attention: Bob Mickel, Project Manager
Project: SW Bremerton Residential Sewer EXT Pump Station
Subcontract:
Reference: RFI# E-5
Madsen Change Request No.: 830449-10
DESCRIPTION OF WORK: Supply and install a new breaker at generator to take the place
of existing breaker that has no namplate information
HOURS
BAm
EXTENSION
1,595 00
339 28
000
0.00
80.00
A. MATERIAL: (see attached)
B. LABOR: Straight Time 4.25
Overtime (1 1/2X)
Project Superintendent
Project Manager 1 00
C DIRECT JOB EXPENSES: (Rentals per N.E.C.A.lOlher)
As-Built Drawings
$79.63
$112 22
$93 50
$80.00
4%
13.57
000
000
000
D. SUPPLIER RESTOCKING CHARGE:
E LABOR & MATERIAL EXPENDED PRIOR TO CHANGE:
F. SUB-TOTAL: A, a, C, D & E
G. CONTRACTORS OVERHEAD:
H. SUBTOTAL: F & G
I. CONTRACTORS PROFIT:
J. SUB-TOTAL: I & J
3%
2,027.85
304.16
2,332.03
69.96
2.401.99
15%
TOTAL COST OF CHANGE ORDER.....................,. .1
REMARKS: Our prIce is based on a 40 hour workweek No overtime or shift differential is included
unless speCifically shown above. We also exclude any allowances for escalation or schedule
compression unless indicated above. Our price Is subject to cost change if not accepted within 10 days.
Please forward authorization in writing per the contract terms and conditions
We request a time extension of _3_ working days. We reserve the right to assess the cumulative Impact
of this Change Order
Submitted by: Travis Sharp, Project Manager of Madsen Electric
$2,402 I
Authorized by:
of Pivelta Brothers Canst., fnc
830449 COP Kls
3939 South Orchard Street
Tacoma, Washington 98466 (253) 383-4546
FAX (253) 591-7079
" DMsion 01 Carl T. MsdSflllnC
LicftllSl> /I MADSEE"14OP8
"If it's electrical, it's our business."
Description
BPB TESTING
225A 3P MOLDED CASE BRKR OPEN
Totals
Qty U Disc Total Mat($) Total Hours
IE 0 0 2
1 E 0 1595 2.25
1595 4.25
~ "L_ r'J- CO fL, -:it IS
€~h'~~T .-0
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 13 Page 1 of 6
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTHACTOR: Pivetta Brothers, Inc.
Date: 6/12/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
1. Provide and install one support bracket for the 6" flushing water riser at the west side of the building.
2. Change interior wall coating to two coats of Tnemec N69, Color 4 per specs ("Light Eggshell" #AA 17).
ATTACHMENT(S):
Proposals from Pivetta Bros.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Speci(;cations, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D
~
o
o
Unit Price
Lump Sum
Time & Materials
D
iZl
Contractor's Records
Engineer's Records
Other:
D
Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 3,333.19 (inc!. tax)
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
. RECOMMENDED:
AUTHORIZED:
'Lffi
/
j/
CONTRACTOR
CITY OF BREMERTON
ai), FORMS, Work ClJall(:J8 DirEctive, ]-OU
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
17
L
SW Bremerton Residential Pump Station
Date:
June 10, 2009
Project Number:
20081170
Attn:
Brad Ginn
Ship Via:
Re:
SW Residential Sewer Ext. PS S8-1
E-Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
x
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA 98310
We are sending you:
~~ShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
C::==!Prints ~Plans
CC]Change order C::==JSpecifications
Description Quantity
Provide and install one support bracket for 6" discharge riser at
the west side of the building.
UM
uc
Total
Materials
Bracket by H D Fowler $ 480.00
Hardware $ 20.00
Labor
Foreman 1.5 Hrs $ 55.98 $ 83.97
Laborer 1.5 Hrs $ 43.96 $ 65.94
Equipment
Foreman Truck 1.5 Hrs $ 19.66 $ 29.49
Material markup at 21% $ 105.00
Labor markup at 29% $ 43.47
Equipment markup at 21% $ 6.19
Total $ 834.07
GENERAL NOTES:
1. TANK SIZE APPROX. 210 GALlONS.
2. HEAT lRACE PIPING ~ PER SPECIACAnON SECIlON
15400 (2.9), EXCEPT VENT PIPES.
3. PROVIDE FUEl. TANK VENT PIPES AND TERMINATE
THROUGH ROOF ~ PER CODE. SEE DETAIL 4/A6,
FOR TYP1CAJ.. ROOF PENETRAnON DETAIL 7HE FUEl
TANK VENT OPENINGS SIWl. BE ACCESSt8LE AFTER
GENERATOR INSTAUAnON. FUEl TANK VENT PIPES
NOT SHOWN.
4. THE CONTRACTOR SHAll BE RESPONSIBLE FOR THE
PROPER LOCATION AND COORDINATION OF AlL
NECESSARY TANK OPENINGS WITH THE GENERATOR.
5. FOR FACTORY SETTINGS, MAXIMUM FlOW THROUGH
CONTROL VAlVE TO BE 700gpm AND MINIMUM FlOW
TO BE 175gpm.
6. lHE APPROXIMATE DIMENSIONS OF THE RADIATOR
HOUSING ARE 3'-~W BY 4'-10"H.
7. PROVIDE DUCTWORK AND CONNECTIONS TO
GENERATOR. SOUND ATTENUATOR, AND LOUVER PER
SMACNA STANDARDS. FlElD VERIfY DUClWORK AND
CONNECIlON DIMENSIONS.
~
~.
CONDENSATE DRAIN PIPE
PIPE SUPPORT,
SEE 10/1045
~
...
./
;..--:
~
~
~
~
~
~
<
El..24.00
10" Fl X FlARE
:f DRAIN
-SEE DWO C-1
FOR CONTINUAnON
BUILDING SECTION
1/2" ,,1'-0"
B
III
Add
'5~
RE...._RTON
Lie WORK8 & UTILITIE8
NG DIVI810N
80UTHWEST SREMERTON RESIDENTIAL
8EWER EXTENSION PUMP STATION (88-1)
D'M) NO.
SHEET
UTTaIlJISEN . CHECKEO Ell': C. OCHILJREE
lOB MlE: 2/8/0! WASH. P.E. I JB;S67 OAlE, 5/10/07
MECHANICAL BUILDING SECTIONS.
M3.
~
1~
.01':..
~o
Pivetta Brothers Construction, Inc.
P.o. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
18
SW Bremerton Residential Pump Station
Date:
June 11, 2009
Project Number:
2008/170
Altn:
Brad Ginn
Ship Via:
US Mail
USPS
Airborne
UPS
Courrier
Re: II SW Residential Sewer Ext. PS SB-1 Other (hand delivery )
We are sending you: Attached Under Separate Cover the following Items:
8' Shop Drawing c===lPrints c===lPlans
: Copy of Letter L.C]Change order c:==:::JSpecifications
Samples
x
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, VVA.98310
Description
Quantity
UM
UC
Total
Change interior wall coating from sealer to N69 coating
Color white.
Cost of original specified sealer
Cost of N69 coating
Additional cost
See attached breakdown.
$ 2,300.55
$ 4,296.24
Contractor Markup
12%
Grand Total
AC.:"_.,, :
$ 1,995.69
$ 239.48
$ 2,235.17
r>q
\
or:
2..
PIVETTA BROTHERS CONSTRUCTION, INC. 6/8/2009
.1812 PEASE Ave. Re: SW Bremerton Residential Sewer Pump Station
Sumner, Wa 98390 Attn: Mr. Bob Mickel
Dear Bob,
Please consider this as our request for extra work change order. This is for appling N69 Coating ih lieu of
Prime A Pell Sealer to the interior block walls. Please see the breakdown for the differences as follows.
Thank You. Herb Hartso
Series N69 CoatioQ LABOR
Days Men Man Crew Crew
Masking SF 1 1 1 2 0.5
N69 backrolled SF 1 2 2 2 1
N69 backrolled SF 1 2 2 2 1
Man Davs Crew Days
5 2.5
~upervision 10% 0.5
5.5 $340.00 Per Day $1,870.00
EQUIPMENT
Days Cost
Airless 2.5 $120.00 $300.00
I
Truck 2.5 $35.00 $87.50
generator 2.5 $7.00 $17.50 $405.00
I
FUEL
Davs Gallon Price Cost
Airless 2.5 5 $3.50 $43.75
Truck 2.5 20 $3.50 $175.00
Generator 2.5 2 $3.50 $17.50 $236.25
Thinner
1 st Coat N69
2nd Coat N69
SF
30%
1000
1000
COATINGS
Coveraoe Gals.
o 4.80
125 8.00
125 8.00
Cost
$18.75
$45.29
$45.29
COST
$90.00
$362.32
$362.32
$814.64
Masking & protection
Brushes rollers buckets
JOB SITE SUPPLIES
$25.00
$30.00
$55.00
SUMMARY
PANITING LABOR
EQUIPMENT
FUEL
COATINGS
JOB SITE SUPPLIES
SMALL TOOLS
DIRECT COST
PROFIT & OVERHEAD
25%
$1,870.00
$405.00
$236.25
$814.64
$55.00
$56.10
$3,436.99
$859.25
$4.296.24
1', 2 c:s.f 2-
Prime A Pell Sealer LABOR
Days Men Man Crew Crew
1st coat Sealer SF 1 1 1 1 1
2nd coat Sealer SF 1 1 1 1 1
Man Davs Crew Days
2 2
Supervision 10% 0.2
2.2 $340.00 Per Day $748.00
EQUIPMENT
Davs Cost
Airless 2 $120.00 $240.00
Truck 2 $35.00 $70.00
generator 2 $7.00 $14.00 $324.00
FUEL
Davs Gallon Price Cost
Airless 2 5 $3.50 $35.00
Truck 2 20 $3.50 $140.00
Generator 2 2 $3.50 $14.00 $189.00
COATINGS
I SF Coveraae Gals. Cost COST
!Thinner 0% 0 $18.75 $-
11st coat Sealer 1000 125 8.00 $33.25 $266.00
2nd coat Sealer 1000 125 8.00 $33.25 $266.00 $532.00
JOB SITE SUPPLIES
'Masking & protection $25.00 $25.00
SUMMARY
PANITlNG LABOR $748.00
EQUIPMENT $324.00
FUEL $189.00
COATINGS $532.00
JOB SITE SUPPLIES $25.00
SMALL TOOLS $22.44
,_....~~-,.-_.~-
DIRECT COST $1,840.44
PROFIT & OVERHEAD 25% $460.11
t2-,-300.5~.
N69 COATINGS = $4,296.24
PRIME A PELL SEALER = $2,300.55
ADDITIONAL AMOUNT DUE = $1.995.69
7l V -e -rrJ:1
mu
..{:,,'f.; S () b tV l'~k
(!2 /2%
2~9. ~8
--
---r-;~"""'~7'/tn?A',/ {3bsT
-h/b W/J/~ CJ.&" /XV,.,p
--. U _..'u" ____.______"H.. ---- m" , 6(/# /..r:/, ,.fT' .-:::::-::-: ..,Z:1I/:7 -e /Z,/ (!> n-
. 't ~'~2'35. '3...
:==;=:;-
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 14 Page 1 of 3
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 6/17/2009
YOU ARE DIRECTED TO PROCEED PROMPTL V WITH THE FOLLOWING CHANGE(S):
Install stainless steel piping and fittings as required to lower the surge tank charge connection and pressure gauge to a
level such that the gauge can be read and the tank charged from ground level.
ATTACHMENT(S):
Proposal from Pivetta Bros.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
~ Engineer's Records
D IJnit Price
[g] Lump Sum
D Time & Materials
D Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 647.67 (inc!. tax)
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
~
~
CONTRACTOR
CITY OF BREMERTON
ab, FORMS, Work Change Directive, 3-00
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
19
L
SW Bremerton Residential Pump Station
Date:
June 4, 2009
Project Number:
2008/170
Attn:
Brad Ginn
Ship Via:
Re:
SW Residential Sewer Ext, PS SB-1
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
x
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
We. are sending you:
8ShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
c===!Prints c===!Plans
~Change order c===!specifications
Dei;cription Quantity UM UC Total
Provide additional stainless steel piping at Surge Tank
as requested
Labor
Foreman 2 HI's $ 55.98 $ 111.96
Laborer 2 HI's $ 43.96 $ 87.92
Materials
H. D. Fowler 1 LS $ 240.46
Equipment
Foreman Truck 2 HI's $ 19.66 $ 39.32
Material markup at 21% $ 50.50
Labor markup at 29% $ 57.97
Equipment markup at 21% $ 8.26
Total $ 596.38
..- . ----. ---"-..':;J - -- - -- . ......
. -,- - -.
H.D. Fowler Company
Bid No : B131852
Estimator: Jan Brooks
Job Name : SURGE TANK
Location : WASHINGTON
FOB Point:
Bid Date: 06/12/09
2 1 EA 3/4" X 2" STAINLESS STEEL
NIPPLE
Unit Extended
Price Price
2.11 4.22
2.32 2.32
4.58 4.58
72.96 72.96
6.88 137.60
3.86 11.58
1.20 7.20
Line Oty UoM Description
1 2 EA 3/4" STAINLESS STEEL 90 DEGREE
ELL
3 1 EA 3/4" X 2'0" STAINLESS STEEL
NIPPLE
4 1 EA 3/4" X 5'0" STAINLESS STEEL
NIPPLE
5 20 FT 3/4" UNI-STRUT HOT DIPPED
GALV. 20' LENGTHS
6 3 EA STAINLESS STEEL CLAMPS FOR B42
STRUT
7 6 EA 3/8" X 1-1/2" STAINLESS STEEL
BOLTS, NUTS AND WASHIERS.
order Total:
240.46
PAGE 1
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 15 Page 1 of 3
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc. Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Grout factory holes and core drill new holes in manhole 101 to match incoming pipe location.
ATTACHMENT(S):
Proposal from Pivetta Bros.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
o Contractor's Records
IX] Engineer's Records
0 Unit Price
IX] Lump Sum
0 Time & Materials
D Other:
o Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 643.62 (ine!. tax)
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
~~
CONTRACTOR
CITY OF BREMERTON
ab, FORMS, Worj< CllWl~]e Di,ecl;v,=. 3.00
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 16 Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (S8-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
This WeD adds calendar days to substantial completion cause by the delay in Puget Sound Energy installing electrical
service to the pump station due to schedule conflicts. PSE moved the electrical installation from May 28 to June 9
because their crew was unavailable on May 28. The installation took 2 days and was completed on June 10.
ATTACHMENT(S):
none
If a claim is made that the above change{s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change{s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
o Contractor's Records
IZI Engineer's Records
0 Unit Price
0 Lump Sum
0 Time & Materials
0 Other:
o Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
Substantial Completion:
13 days;
$ 0.00
If the change involves an increase. the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 13 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
p~'fl~~
---..
CONTRACTOR
CITY OF BREMERTON
ab. FORM$. Wort! Chanoe Directive. 3-00
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 17 Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
1. Rem0ve and replace the 900 bend at the top of the wetwell discharge piping and install a blind flange for testing
purposes.
2. Install additional crushed rock around wetweel and valve vaults to raise surrounding grade to match vault elevations so
a vehicle can back up to the meter vault.
3. Install additional rip-rap at base of slope beyond extents of the retaining wall to support the toe of the slope.
4. Instal.1 the city-provided water meter and vault
5. Change the pipe painting scheme as follows: Interior potable water: blue; interior NPW, gray; sewer pipe in vaults;
white; e~terior NPW above grade, gray; above grade vault vents, safety yellow
6. Remove existing A-1 Roofing fencing to allow construction access and replace upon completion of project.
ATTACHMENT(S):
Contractor's proposals
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a CQange Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D Contractor's Records
~ Engineer's Records
D Unit Price
~ Lump Sum
D Time & Materials
D Other:
D Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 7,829.07
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
/ /"7 >1f: >~
t/ {.....- - ...J.
--==.-
CONTRACTOR
CITY OF BREMERTON
~h 1=nRMS Wnrl< r.h~nnp ni,,,,,tivp <loon
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner. Washington 98390
(253) 862~7890, Fax (253) 470-5008
Change Order Request
#
20
c
SW Bremerton Residential Pump Station
Date:
June 15, 2009
Project Number:
Attrl:
Brad Ginn
Ship Via:
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Re:
SW Residential Sewer !=xt. PS S8-1
US Mail
USPS
Airborne
UPS
Courrier
other (hand delivery )
We are sending you:
BShOP Drawing
Copy of Letter
Samples
Attached Under Separate Cover the following Items:
c=:::JPrints c=:::JPlans
~Change order c=:::JSpecifjcations
2008/170
x
Description Quantity
Take down and reinstall chain link fencing along right of way.
This was work that was not shown on the plans but was necessary
to'complete contract work.
The City was not charged for this work as part of the original bid.
Pivetta Brothers Construction requests reimbursement for this
cost without any markup for supervision I coordination.
UM
Total
Owl Fencing
Subtotal
Contractor Markup
Grand Total
UC
0%
$ 989.23
$ 989.23
$
$ 989.23
---(~,~--- ..
.~
Owl Fencing Inc.
2109 Garrett Street
Enumclaw. WA 98022
PH 360-825-0970
FAX# 360-825-0805
License # OWLFEI*044CB
Date: 6/1512009
Project
Estimate
Pivetta Bros.
Sw Bremerton Pump Station
Re-Install Chain Link Fence
Attention: Estimating
We hereby propose to furnish the materials and perform the labor necessary for the
completion of this project
The total cost of this Estimate is: $ 989.23
Scope of work to be completed:
Provide necessary materials and install approx. 55 If of 6' tall chain link fence type 1.
Exclusions: Insurance premiums lor Waiver of SUbrogation or primary wording, dearing and grading, concrele saw culUng end core drilling, bonding, surveys,
signs, eleclriesl grounding 01 fences, Iraffic conlrol, painting, permits, surveying, tebor agreemenls, staking Ihe lance line, ha;:ardaus wasle Irillning or removal,
temporary lance, concrals mowing slrlps, post sleeves/selling 01 post sleeves, damage 10 Irrigalion lines, padlocks, fence removal, sales lax and use lax.
SUBMITTALS MUST BE APPROVED AND RETURNED PRIOR TO ORDERING MATERIAL
THIS ESTIMATE IS TO BE INCLUDED AS AN EXHIBIT IN THE CONTRACT
Due 10 Ihe current steel markels, OWl Fencing, Inc. will nol be held liable lor any materials Ihallhelr suppliers am unablo 10 deliver due 10 Industry shortages.
Ov./ Fencing, Inc. requesls thai relainage be paid 30 days arter their work has been completed, provided lhal all paperwork, warranties, payroll reports, releases, elc,
have been satisfied.
'Quol. good for 25 days. Materials must be ord.rcd and shlppud Immedielely In order to guaranlee price. Malenal orders nol received immedlalely are subject 10
any price increase Intitaled by our suppliers.
IN WITNESS OF WHEREOF, the parties have hereunto caused this Agreement to be executed.
Respectfully Submitted:
By: Adam Pohlman, Cell No. 253 266-1268
Date: 6/15/2009
Note: This proposal may be withdrawn by us if not accepted within 25 Days.
Accepted
Date:
Title:
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
21
[~
SW Bremerton Residential Pump Station
Daile:
July 7, 2009
Attn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 96310
Project Number:
Ship Via:
Re:
SW Residential Sewer Ext. PS SB~1
We are sending you:
BShOP Drawing
Copy of Letter
Samples
2008/170
US Mail X
USPS
Airbome
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
c=:==JPrints c=:==JPlans
~Change order c=:==JSpecifications
Description
Total
Quantity
UM
Remove and reinstall 6" ell for testing
See attached FA detail sheet
Grand Total
UC
$ 615.23
$ 615.23
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253~862-7890 Fax: 253470~5008
Date:
7/7/2009
Bremerton WCD #:
PBC Force Acet. #:
21
~'Qij$q:t..iptj.~ij}~~~~~~~~~~~J1f!~j~~lli~~~~Ji~~~~~~:~1ir~~~~mH'mrg!~~~~fi~~~7iffiij~g~~fl;~;~~lt1~~!~~~mf
Remove 6" 90 degree bend out of wet well, test and reinstall as directed by City
~r~~m~~lttt~;W~~~~~~~.nH~UraHt~~~~t~~~1~~itg1~m~~!f.~~Ui~lit-~~~f~t:~frrJtmH~fmf[IJ;f!~~t~t~~=ng~~ijM~pm~:fi<tl~U~~fm~t~~~~f~ft~~1;!~fm~~~~~iij]~~~11~W:mml:i,]f.~~~lft1fi!mj~~1ff~;~~wjffi~~
. Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Equipment Hours Per Hour Equip Cost
Foreman 4 $ 55.98 $ 223.92 450 Excavator $ 235.69 $
I $ 53.95 $ Foreman Truck 4 $ 19.66 $ 78.64
O~erator
Pipelayer 4 $ 44.81 $ 179.24
I $
Laborer 43.96 $
I $ 38.41 $
TCS
I $ 37.21 $
FIClgger
Total $ 403.16 Total $ 78.64
!~~?r~h~r~~~j;1t~~~~mmmm~!ffl~;~I!rf:~m;1~jf~1:~~~l~)mn~1~m~~~i~m~~8iiHrrmritm~~~1~t~~LM,ij~ijt,~I$I~U.$~~~;illf~I1mlliji~~f$i~l;tl~i~1j~}.~~~h~~~~it~ili1i*~fffln~d~~~1~~ti~~1f.m~~~tj~~M~~~~m~~~[
Description
Quantity
Unit
Unit Cost
Extended
$
$
$
$
$
Total
$
~m~{~!Th~{tiTIir~~~t~~~?~~1~~~~~gt~~IR~~~~1f.f.mf.J~~rl~rj~~~~Ir~H~f~~g~i~JH~!f~r~tl~~:$,Y~~9nJttj:q~Q~1~~~~m~~~?rE~{~ili~~~~~~fJ;~~~t*J.~~rit~~~~a~fJmlF~m~~~;~iiI~t~i~Wh1~]BillH~
Description
Quantit
Unit
Unit Cost
Extended
Total
$
lfL~~?:!i~~n;~1~!{1~~1~~~t~~~!~~~;~f1lljf~~!fiilii~;jtm~~~ff;;1~e~~~~~if.r{;~l~~~1~lmr~~!~m~f~~.~9r~:Qg~~~:iiu.fjt~a.~:q~~ji~~~{rkU~jM;gt!Jm~~~1l~iTI{~~~~~~~~~i~~~~Hlb1Uf~~f~~~if.~m~~~rf~~~~j~;~l~~~~~ID~t~
Sub~total Markup % Total
Labor $ 403.16 29% $ 520.08
Equipment $ 78.64 21% $ 95.15
Material $ 21% $
Subcontractors $ 12% $
Trucking $ 21% $
Lump Sum $ 20%
Total $ 615.23
FORCE ACCOUNT SHEET
JOB # D~' -\'7(1, JOB ~AME ~), t.i,/, t3f~ In pr"h J"" ;..1/,'\,(', /.) s.t~ t DATE ,'5-.-:,,;J..'l-tl ,:~.
JESCRIPTION L<!1 b ;/' ',,,, i-/t k r"" ~,. "l ()" ;(3 I'.... J{ (l ...-\ /) ~ ltL -el" 1-1;;:: tl
" c... -y c.:. .'\. ,.\ CJ ....J ',- I.. ~f " , ("
,
'T(;i~ /(
It ,0 "'.' -,
, I
L/_ .~ " .- t '1
CLASSIFICATION / NAME
LABOR UTILIZATION
BASE BENEFITS L1AB INS
GROSS RATE
TOTAL
EQUIPMENT UTILIZATION
EQUIP! #
~ "":,,,'
f-}j.L'&
I
I
I
TYPE OF EQUIPMENT
.') e to .;' : t,.~ 'ft I(
HOURS
L/
I
BASE
OPER. COST
GROSS RATE
TOTAL
LABOR TOTAL .......,......................................................................................................... .$. ~filli1i!~~~~~lit~w~
CONTRACTOR'S LABOR MARK UP $ ;;!ili',!~:I;t,'i;~'ji~t.jf~';~".;!ti::;iBi!~i!;'Jil
~.. a........ .......... ............ .0........ of . ............ ... ...... 1:;,.~;r;i;'!.BR-,.4fj-;1:i~tsrt'.!fi;;1~.EiH:4:'~
SMALL TOOLS, ~'OF LABOR TOTAL ................. .... ...... ............... ...... ... ........ .... ............... ..$i:~~miWU~JiM~~~~\:;mll~~
EQUI PMENT TOTAL ...........................................................................................................$
CONTRACTOR'S EQUIPMENT MARK UP ............... ..................... . ...... ............. ..$ ;
SUBCONTRACTOR & MATERIAL UTILIZATION
DESCRIPTION
VENDOR
COST
TOTAL
MATERIALS & SUBCONTRACTORS $ ;;*t:;r.:~iliN(;,;if;;:t7.i1~~~.'E~rji
.................. n' .....0. _............0. n. _.... ......0 OH'" H'.O...O .........0.0.. ~jtHi~H;~t~m'i~;~i;i~4.~.:,.~~fnffif~~~~;~~
CON:r'RACTOR'S MATERIAL MARK UP $ :Ufi)it;'~l~3~"!~'i'!ifi.%;jil(&"W)j:t~li'4i
'l . .,. I.... ,., '0' .,..0. .0. ...... " " II '" ....:...- __ .0. II ....... ... -" a" !\,I~:;;jlf;.l~tfuY.4:f,.!~~~:lo.!~~'.,;":I~;;;"~"~
CONTRACTOR'S MARK UP OF SUBCONTRACTOR $ ,;i~ilii'::'f'.",:;"t\~~"';;;~;:;'tj;tilj~1:~7ill
.....0 .0..... 1_"0...0.' '__ . ......0. II.... .0...0.0. t!r!;;~,:':iid'~~h111~~1I~~i~i1t\';l~.:~~;::}.1d}
SUBTOTAL OF LABOR EQUIPMENT MATERIALS SUBCONTRACTORS & ~AARK UPS $ ;"'"'''''''':>'c''''~'''''''''liii''-''''''"'''''''
t t I . t fOll . . . . .. . . .. . . . . i~~~ffi~:*fg~f~1~H~{~ri1~~1R~~~i~
CONTRACTOR'S INSURANCE 8&0 TAX BONDING $ ;.j\j;ilq!ii:~i)iJi~l!l:"t.'i\iii:fi~.'1t~~~-t~\
I I P' "1 II..... U on .,.. II . I" ,"64 ". ..~.. ~... ~l!lh~.:i;:nf~!jHnl~I~;s..f~Ii~~a..'1t;~i,mt
GRAND TOTAL OF COST FOR DAy........................ ................... .......... ......... ....... .... ............ $ 'Nrr!jf!iWj{@gti~J~i13J~~fm~'Wtl
OWNER/REPRESENT A TIVE
DATE
,~~ '\
~. /v\ C'''- .,
S CONSTRUCTION
.c:t- - \ r.~ A' C~
, } ,_'"'^ I-\" -/
DATE
1812 Pease Avenue, Sumner, Wa. 98390
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
22
SW Bremerton Residential Pump Station
Date:
July 7, 2009
AUn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Re:i
We are sending you:
Ed: Shop Drawing
I Copy of LeUer
: Samples
Project Number:
Ship Via:
SW Residential Sewer Ext. PS 58-1
200B/110
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
x
Attached Under Separate Cover the following Items:
[==::=lPrints [==::=lPlans
c=x:=JChange order [==::=lspecificalions
Description
Provide additional crushed rock
See attached FA detail sheet
Quantity
UM
Grand Total
UC
Total
$ 517.54
$ 517.54
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton WCD #:
Date: 6/4/2009 PSC Force Acet. #: 22
:lli~mj~~f.f~~a~i~WJ~WlM!~~i~I}'r.~1!~~j~*~f~~~'~~~~~i~tJiillt1m~1~~~1~mh~f~~m~~$1;rjpJJ_Qg~~1!~fij~~{f~mili~~~i~~t~t:~~~~i~~n~U~~~i~~i~g~~1i~~M~~f4m~Wt1!~fHlif.~~[4~
Provide extra crusched rock to buildiml up around wet well and vaults oar Brand and Frank.
I
I
I
I
!~~W~f.~~~;i~~],~~~iit4~m~Ml1~m~\{~)rqf.~f:ttf.4m'~lli~~~~~ffii;1f?~~tf,i!N~j~'o~~!~~~~.J;)Q;:~.tfta:liq!};~g,ipme]~ft.~fir~ffnmtU~~!~II~~~mi~f!~~I~~~~t1~~-k~H~l!~~~~L~~~f~;t{~1~f~fJillm~.:~~mtMr~j}
I Worl{er Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Eauipment Hours Per Hour Eouip Cost
Foreman 1.5 $ 55.98 $ 83.97 EX 122 JD 50 Excavator 1.5 $ 35.39 $ 53.09
I $ 53.95 $ Foreman Truck 1.5 $ 19.66 $ 29.49
Operator -
Pipblayer 1.5 $ 44.81 $ 67.22
Laborer $ 43.96 $ -
, $ $
TCS 38.41 -
I $ 37.21 $
Flagger -
I
Total $ 151.19 Total $ 82.58
f*g~~~~fl!rf:t~imnf.~~~m~>>~l~~~111~H;~~r~4t~;1~~rr~~~1f1~~r~;ml1~~~&~11~ffwHmn~M~t~tJf(I~ftYjil!:Ql.r~~~~:k~m~~mtfr~mr~~~iilil{ilii~m!~~~~4irL~~t{ji1~t~~~~g~mtk,i~1t~lmffi~-ffh~it4!
Description Quantitv Unit Unit Cost Extended
5/8 'crushed rock 15.33 tn $ 12.00 $ 183.96
$ -
$ -
$ -
$ -
Total $ 183.96
'i~~i;~@~~~~1~mH~i!1h~lr~ll~ill~ii!!~\H~~iliigfili~kri~~t~~~"1W~i~~m~~1FJ11~fi~~~~~~m]J~~~ Ub'~'Q.ij.ij~ctO.t$E~~~~ftfi!!i1f:~l~~f~it~~11.~~~~~~~!W~~~~~]i~~i~~1:i!~~]g~lm~u~1~~~~W~~i5~!~rnfi~i~ii~~
Description Quantitv Unlt Unit Cost Extended
Total $ -
I
T~1f1Fh~~H1i}~~n~~~~~~~1fif?d~~~if~ill~1~~1t~~~~~QM~!!if~mi~~t~mii~l~f!~*m~m;I1Qr~~J~p~CQMQ,t~R~.~~fpU~~1;mJnt~~1i1~1{~1~~!t':ft~~j~g~tNmmif~~~~~~~f~r~m~~~~!FJE~mli~fi~€~k~~
tli~~~~i~r~1~~~~frimMr~~~nm~rr~1~iU~fS7iJH~~~r~f1~~*~lii~aI~m;:i~~1mfi~1!ti~~imtlm!t~t~1i~ljif,~g~*?{tf~~jl~~MW~1~;f#1~Mrf~~mmi~flltt1i~~~~~~~nrrUm.~~;~lt~t~~i!~~f.tiH;~it~~{~~i~~~a~~m~~~1
Sub-total Markup % Total
Labor $ 151.19 29% $ 195.03
Equipment $ 82.58 21% $ 99.92
Material $ 183.96 21% $ 222.59
Subcontractors $ - 12% $ -
Trucking $ - 21% $ -
Total $ 517.54
FORCE ACCOUNT SHEET
JOB # C i; ...}7 6 JOB NAME
JESCRIPTION ~-~'!L;.,
~-\ [...,/ 'f- , I (..Ii,. ')
".
S I tV. l.:. t {. h .~, 1 .:. l.
:. (" ::_ j~ p~\ r,:! ~ .'
l//.I 1:/ t ')
DATE 6.,"" 'i~ {}?
.
:: r.~-
I I" j .'"
eLASSIFICATION , NAME
6i)I.~1 F-~"n.;,,_,. ~T.~l;'-/
~'f )(."1 ('>,1 T :r
HOURS
V' .~
1/ 1..-.
I'lL
LABOR UTILIZATION
BASE BENEFITS L1AB INS
GROSS RATE
TOTAL
eQUIPMENT UTILIZATION
EQUIP.I#
I
G~tJ.L
I
I
TYPE OF EQUIPMENT
5'0 :/i) 12 '1 L.
HOURS
i 12-
BASE
OPER. COST
GROSS RATE
TOTAL
LABOR TOTAL .......... ......... ... ... ............ ...... ... ...... .., ... ... ...... ... ,..... ... ... ...... ... .......................$. ml~1~]Tfi~1~1~4~i~~~~lf~
CONTRACTOR'S LABOR MARK UP ............................................. .....................$ :t!~~!~~~I~~j~~Jit~k'\~ft~~~
SMALL TOOLS, _:OF LABOR TOTAL ................. ....... ...... .......... ........ ... .................. ...........$ ill~,1'.l~!~~~~I1i[~rA~~f~~~~~~
EQUIPMENT TOTAL .............. ................ ............... .................................... ............... ...........$ ~ff}~~r~~1~f;~~41~~~~\t~~~
CONTRACTOR'S EQUIPMENT MARK UP ..................................... .....................$ il;j~1'5i!f~!g~\~i~rt.~~~~~f~R~~~
SUBCONTRACTOR & MATERIAL UTILIZATION
DESCRIPTION
__ ') .' ..... S'j_
! .) . ..,:< I iV "i,
,.-. . ,,' )
'-.... I" /.t So ;, i'"" f.'\.
.~ \" I
;"," ,". i
II r" (..
VENDOR
17r" ,'1 i ~... \: 1;;;;
COST
TOTAL
MATERIALS & SUBCONTRACTORS $lf~?!m!F<~li'f:E!Jifi~~f-,'~:~~J~ji
.. . . . . . ~ ~ . ~ . . . . . ~. . . . .. . . . . . .. . . .. .. . . . ~ .. . . . . ~. .. " ~ . . . . .. . . . . .. . . . . . . . . ~. ~. . . ~. ~ . ~ . li}.'lt;:r..~~.rlii!.::jJ;v.:tf~:~\'~[;?:o':4~:-"t:r::::~ijr-i
CONTRACTOR'S MATERIAL MARK UP $ ;j,1i'.~,~ii~i"ii:!'lj~;;i~;'t%'l$JJ:i!'if'!r;!:
.~...~. ..... .... ...... .,~ ... ... ... ..........:.-........ __ ." '0' ...... ... ... ... 1:i;D!:i;~~fJt~!4~~'n~;.~~.,;i.~ilf'i.j::.f..;.j';'t&.
CONTRACTOR'S MARK UP OF SUBCONTRACTOR .$ ;j'l'::#ili'~~1f;,'iig;~:ii~i~'f1i;1'i;!:""~~'/;;l
.. ~.......~. ... .~...... '__ ..-........ ... ...... ~. -J.',h,>lj~;:1~;t';1:i~i'f,ti!~~n:~.;!';*,J#o:if~~,~.,.f.';~i
SUBTOTAL OF LABOR, EQUIPMENT, MATERIALS, SUBCONTRACTORS, & ~~ARK UPS ....<........$l~~lij;liii~~!!itziMjJ:jj!~.wJ~~!~~t,
CONTRACTOR'S INSURANCE, B&O TAX, BONDING ..................... .,. ...... ......... ...... $ ~~;f,~f;\~ill1~{M~1\::~~li~~!I~~~
GRAND TOTAL OF COST FOR DAY ..............."................................................................. -.. $ :~iHii?1:~~~;f~I~~iV€J~i;i1i~,,~~~~1;it~
OWNER/REPRESENT A TIVE
{, /I .
t, r I ,., ,.::.J (,.; L
~'j I .!' J . " ,," : II. I
. )..i _. }iVY... /'\ '---'\v......L...\;;,
,..., .! ~ - ~ PIVETTA BROTHERS CONSTRUCTION
DATE
"DATE .'
1812 Pease Avenue, Sumner, Wa. 98390
@.~~
-
24943 NE HIGHWAY 3
BELFAIR. WA 98528
360-275-1000 - Fax 360-275-3098
BILLING ADDRESS:
P.O. BOX 640
BELFAIR, WA 98528
INVOICE
11811
PAGE
1
DATE 6/7/09
ACCOUNT NO. PJVETT
TERMS
Net 30 Days
SOLD TO
Pivetta Brothers Construction, Inc.
PO Box 370
1812 Pease Ave.
Sumner, WA 98390
. Defivered Anderson Hill
Fee Tax
Ticket Dale PO Order Product Oty Rate Amount Amount Amount Total
214035 06/05109 Anderson H ANDERS 518- Ag~re9ala 15.33 12.00 183.96 0.00 0.00 183.95
214038 OBl05/09 Anderson H ANDERS 5/8- Aggregate 15.05 12.00 18O.S0 0.00 0.00 180.60
Subtotal ANDERS 5/8- Aggregat9 30.38 Ton $364.55 $0.00 SO.OO S364.56
120'" . 05/01/09 1.00 320.00 320.00 0.00 0.00 320.00
Sub\~ 1.00 Ton 5320,00 50,00 50.00 $320.00
586211 06/03109 Anderson H ANDERS 4.B" 10.00 13.00 130.00 a.oo 0.00 130.00
Subtotal ANDERS 4-8" 10.CO Ton $130.00 $0.00 $0.00 $130.00
Invoice Total 41.38 Ton $814.56 50.00 SO.OO 5614.56
Total Invoice ----- >
$814.56
3\0 \lear Cree\< 1)e'I""1lO \'load
, \1\1/\ 9852B
BeWa.II, ""I"' 60_275~309B
360_215-\000 _ Fa~ ~ \le\.F J\\\'l. \j\! I' 96528
\l\\.\.\\,\G /'!lO\'leS5- p _0- eO)(. e4 ·
.,.."",' 01' ~O p..,\'J\
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oa..e _ - \ C
. tt Brotners constrl.lct\o\'\, \'\ '
customer -_ pN~-' P;~N:rec\ i'J'derson \1i1\
Order " J\\,\O€,RS
\ \ y\
'\&.~~~ \011
'<\?50 5/B- j\ggregate
product " \-
on' J\nderson \ii\\ .
. _ _ _ __ _ _ penInsUla -. O\lS'>\\
carner . p1 plilA ~ 50\0
\/e\,\ic\e " ~lit4-S
Rece\'IIeo. " ' II\O"d
. \ I !"edud "nel Ie 0 .'
, c\'e" "rid \1"plO~U e
"n,nO' si\1"IIIUfO COlli\ieS ",spO . ,
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210,036
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"
"1,
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862.7890, Fax (253) 470-5008
Change Order Request
#
23
5W Bremerton Residential Pump Station
Date:
July 7, 2009
Alln:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Project Number:
Ship Via:
Re:
5W Residential Sewer Ext. PS 56.1
We are sending you:
gShOP Drawing
Copy of Letter
Samples
2008/170
x
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
L-===:JPrints L-===:JPlans
~Change order c===:JSpecifications
Description
Provide extra rip rap to stabilize bank
See attached FA detail sheet
Quantity
UM
Grand Total
UC
Total
$ 550.56
$ 550.56
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton weD #:
Date: 6/3/09 & 6/8/09 pse Force Acct. #: 23
I
fnmi~~lr~1~~~1~~~#~1#-~tb~~~~~~]~~;t~~~H~~~~~1~l~~~f,~~i~1i~~Wf.~fH~5rl~4~~ftj~;tQ~~,Pfipt(Qfi; ~~i~rt~~i~!Vm~~~~~im~~mr~immii~iiF.i;~m~~~~~~~J~&!~[~~4~h!H~~41~~~1~~~fJ~
Provide extra 4 x 8 Rio Rap to stabilze bank at each end of wall
t~~~~1~~~fg~*~fJJ*~Mng1~ff.~~~m~6g~~m~~~~~}f~tt~~gZ:fu~i~!f.~m!m~~!f~~im~~~~~~bpte:~:a~ij'~~~,Eq:uipm~nt1~~f~wjl~#tft~}~~~ffmt~frl~~~~lirL~~Hi~~~~~1~;?Jillrr~1mmbia~1~~~f~f~~.f~&
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Eauipment Hours Per Hour Eauip Cost
Foreman 2 $ 55.98 $ 1 11.96 EX 122 JD 50 Excavator 2 $ 35.39 $ 70.78
Operator $ 53.95 $ - Foreman Truck 2 $ 19.66 $ 39.32
Pipelayer 2 $ 44.81 $ 89.62
Laborer $ 43.96 $ -
TCS $ 38.41 $ -
Flagger $ 37.21 $ -
Total $ 201.58 Total $ 110.10
~f~1~'~~~~2f1tlli~~~frfmf.~~tmi~~f!.~~gt~\~1i~1:m}~~1~tt~~~1iliUiij~E1H~-illi~1fim;r.@'t~~M~~ri~J~tPij~~~!1~11frftllnili~j1;ill~~??-~~~'*H~l~~Q~~Hm~!~~k1~~#f~~~Tg1~~>>;~~tmqf~m~H~!fif~W~€
Description. Quantitv Unit Unit Cost Extended
4 xl8 rip rap 10 tn $ 13.00 $ 130.00
$ -
$ -
$ -
$ -
Total $ 130.00
~J~]!;~afi~iJ~~1m~H&jE~~~lji~!ffi!~mi~f~~i~f~~Igfir~m!~f~~~M~mH~ilr~~;~~~~mUl~nRiE1:s_uij~.o:ntr.~~t:Qf~;rm~*ffi~~lli1m*i~i!mHW!~~;m~fl~1tH~U;;~mrf:i&Mff~~t'4~ig~~~ri~t~~~~~!~~1~~~~t.1~t~1ii
Description Quantitv Unit Unit Cost Extended
Total $ .
I:~#lJ:~1#~Hi~1i~~~{~~t{;i;~9~1m1!IE1~j~~;~tJ!~!1t~~~m~~~,~~{;\~~~i~~~fJJ~~il~mmlm~ill,~~_~~:er,^c~p~ n~ f{e:~p]!~;~~1!~illt~r.-m!~Hrn~!{{~~~.~~,~~~ts~1i.~H~~~~~lf~j~~1~IWf.~~11~~~m~f:i5lmt~
:jl~~~n~~rrl~~~:trf,~f1ft~tf;~~~~~gt1r.n~ft~if;Pf~~~~AHt\!*n~j{!1~;~~1gfgm~m~{?li~~m.Hm~j~lH~~~t~H1~r~~i1~U~~~~l~1~~tj~K~1m~n9f}~rt~.:t~~!~if~mt~[~~iIW;frlmiJt~[!mW~fr.~~~m~~~~{if1ft~r~if4it~~m~~r~~m~~mt~!~~~
Sub-total Markup % Total
Labor $ 201.58 29% $ 260.04
Equipment $ 110.10 21"10 $ 133.22
Material $ 130.00 21% $ 157.30
Subcontractors $ - 12% $ -
Trucking $ . 21% $ -
Total $ 550.56
JOB # l>~ e' f7 iJ JOB NAME :s:
)ESCRIPTION E '-"'(.[ (i-
.'\ ,r- L '
I ,'<, ':...- ,~' i r
FORCE ACCOUNT SHEET
) -(- J' T--
6'(.' r)(" (. J'..... ", ,:,,1.- J:) i.'t r.~'!) ,S t.
vfl If' I., f-
"-F '\ -. ''''J'- ,'-' f .
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DATE 6" -3 - (,J - <j) 0 Cc'
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'," " ,', <:'" ,- _ _, rl
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CLASSIFICATION / NAME
t;) 'f..'," '1J fJ, 1
'l. '-, ' :\'
fi'v'I"r'., .,
, i" .... U"t,.. r"'.-'
f
HOURS
-,'J_
;')--
LABOR UTILIZATION
BASE BENEFITS L1AB INS
GROSS RATE
TOTAL
EQUIPMENT UTILIZATION
EQUIP. ,#
, ., )
t~-,
TYPE OF EQUIPMENT
,- '.1 "\' I 'I ~. 'I'
,::;. u \ _,' (.:::,r
HOURS
:-;
BASE
OPER. COST
GROSS RATE
TOTAL
LABOR TOTAL ..., ...... ...... .., ... ... ... ........ .... ." ...... ... .,. ...... .....- ...... ... .-. .., ,..... ... .......... .., ... ... ....$. 'l~f~~1W~~~J~~~1ftfu.1Di1il~
CONliRACTOR'S LABOR MARK UP ............................................. .....................$ ~J~~&~ilJl~t&~~~~I~i
SMAt:L TOOLS "OF LABOR TOTAL $ '';'t~tif!t!\1ft!:'~~i~i;;CJ''!,;4~i.\Ti.fIil!Il',ili\
" I _' ... 6.. ... ...... ......... o. ... ...... .....o. ... ... '0' ...... ..... ..o' ......... ...... ...., ~:1tri~r;~J.~n~lh?!f;iI~~1~r"';~~!~:;J~f.:oi::
EQUIPMENT TOTAL $ i'ii;f;l!g~~~;l~~"im~1!1:!Jimlf,r:~[&l~zj!
, ... ... .......... ......... ......'O ,. ... a...... a.. .......'O................ ..a... ..'O... ................ ..a........ ~~H:t~11i!j~i1,~~~~~;.r:~tt-;r.J!t:...~5-~~o:H~
CONTRACTOR'S EQUIPMENT MARK UP ...........,...... ......... ......... . ............... ......$ !!~wglf~IJlJlt.lN,~!~;iliil~i~M~~~;~,
SUBCONTRACTOR & MATERIAL UTILIZATION
() (1
~t" '. r .,.. .
/, I ,';.> " ,..r;
, 10,.,' .,1,." (."
~
VENDOR
I)" J ~IV <. . )
~;, ,v'S h h (',.::o..J,
COST
TOTAL
DESCRIPTION
I [) 'T "l./ ,.( .~ ~<
.
~f~~!~~W~;yt~~~~lfm~I~rJji~~~~i1flri~;~'fi~l~~;
MATERIALS & SUBCONTRACTORS ... ...... ............ ............................ .................................. .$1~f.~~f~Ji~~t11f~~~~"f~
CONTRACTO R'S MATERIAL MARK UP... ... ... ... ... ... ... ... ...... . ..... .....-'- __..................... $ illl~~llt~~~}~~~jf.;~.a~t~l~~
CONTRACTOR'S MARK UP OF SUBCONTRACTOR ........................__ ......................$ fj!1~~~1Iii~~~~~~~;t~f.t~~
SUBTOTAL OF LABOR, EQUIPMENT, MATERIALS, SUBCONTRACTORS, & MARK UPS .............$ !~I,;j!!iil,mfJ~I~1iWli1~Ji~r*~~~~I~
CONTRACTOR'S INSURANCE, B&O TAX, BONDING ........................ ..................... $ ~11~iiliL~~~rm!~If;iIi~Kl!Y~l~~;1
GRAND TOTAL OF COST FOR DAY ..................................................................................... $kf:}~~l0:f~~~m~iii,~~~iJ!iHt~~~
OWNER/REPRESENT A TIVE
(' ( rt
L-', ~;;"""", , I '
..../, " \.,\ /l.,-.,,;,_,,_' t C \ J
. .,' !"PIVETTA BROTH....ERS CONSTRUCTION
DATE
DATE
1812 Pease Avenue, Sumner, Wa. 98390
@.~~
24943 NE HIGHWAY:)
BElFAIR. WA 98528
360-275-1000 - Fax 360.275-3098
BILLING ADDRESS:
P.O. BOX 640
BELFAIR, WA 98528
INVOICE
11 B11
PAGE
1
DATE an/09
ACCOUNT NO. PJVETT
TERMS
Net 30 Days
SOLD TO
Pivelta Brothers Construction, Inc.
PO Box 370
1812 Pease Ave.
Sumner. WA 98390
Delivered Anderso n Hill
Fee Tax
Tickel Dale PO Order Product Qty Rate Amount Amount Amount Tolal
214035 ~6105109 Anderson H ANDERS 5/B- Ag!; regate 15,33 12.00 183.96 0.00 0.00 183.95
214038 06105109 Anderson H ANDERS 5/8- Agsregate 15.05 12.00 180.60 0.00 0.00 1 BO. 60
S ul>tota I ANDERS 5lB-Aggregate ;}ll.38 Ton $364.56 SO.OO SO.OO $364.56
12(l~ \ 06/01/09 1.00 320.00 320.00 0.00 0.00 320_00
SUbL,-__. 1.00 Ton $320.00 SO.OO 50.00 $320.00
586211 06/03/09 Anderson H ANDERS 4-6" 10.00 13.00 , 30.00 0.00 0.00 130.00
Subtotal ANDERS 4-B" 10.00 Ton $130.00 $0.00 $0.00 5130.00
Invoice Total 41.38 Ton $8'4.56 SO.OO SO.OO 5814.56
Total Invoice ----- >
$814.56
PENINSULA TOPSOIL
P.O. Box 640, Belfair, WA 98528
(360) 275-1000
_r......- -~ --1r~
Date:
Customer:
Address:
....:~.,~ ,~. -/~...
: 1..-
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. .
','
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Quantity
Product
Unit Price
Total
"
'.
,
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1, " /7 ,.. (,f I'.
I
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r : CUSlomer slllnalure.certifies inspecticm and epproval of product prior
/:, ~. 10 oll/oad. Peninsula Topsoil ue will not be f"elIponsible for carnagE> when
f.:' "daliVDI}' is requirDdlnsida curb Ilne.
V',
t' .
SUB-TOTAL
WSST
TOTAL
..
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, WashIngton 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
24
L
SW Bremerton Residential Pump Station
Datle:
July 7. 2009
AUnt:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerlon, WA. 98310
Re:
SW Residential Sewer Ext. PS 5B-1
We are sending you:
~~ShOP Drawing
J Copy of Leiter
Samples
Project Number:
2008/170
Ship Via:
x
us Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
C==:!Prints C==:!Plans
~Change order C==:!Specifications
Description
Install water meter and vault.
See attached FA detail sheet
Quantity
Grand Total
UM
uc
Total
$ 1,137.51
$ 1,137.51
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Date:
5119/2009
Bremerton weD #:
PBC Force Acct #:
24
f~~1~~~grg~~n~t~t~~~~~i~fl~~~t~~!Ht~~~~~~;lt~~~~fiih~~iU~~~ffJ1fJ~~~~jf~j~~ta~P~~~t~ptiQn:~WJ~i~i*~~1n~Jf~li~~r.~~llil~~~E!-t~~1Y~11~~1~~~!~if1~ti~Ei~~t~~t~~~!~~i~lj~~~~yJ
Set Meter Vault and istall water meter. Block up ends of vault. 1 ~ 4" Wedge Action MJ kit for City Valvue.
;~j~~1~,~1i!~~~[;:~~.~n~~i~H~1~~~~!~~!:ill~r~~~?~~~1ti11~~~~tf-J~i~n~!~Um~ti~~imjm~l.~~b:Qt.~t~~b'~t~(lqJp)jO~JjlI;jmj~~f;~~~~~~~~I~~~~~~~~J?:m~J~tU~r~1~I1~~~~ml~~!~~';1!m~~!R1~~m
Worker Total Cost Extended Total Cost Extended
Glassification Hours Per Hour Labor Cost Equipment Hours Per Hour E uip Cost
Foreman 5 $ 55.98 $ 279.90 EX 122 JD 50 Excavator 5 $ 35.39 $ 176.95
Operator $ 53.95 $ Foreman Truck 5 $ 19.66 $ 98.30
Pipe layer 5 $ 44.81 $ 224.05'
Laborer $ 43.96 $
TGS $ 38.41 $
Flclgger $ 37.21 $
Total $ 503.95 Total $ 275;25
,;~~~~~1l;1~~~iWi.J~~i~t~~~~Hl~~1j~~ill!r.~~i~~rfrt~~i~~J~~t~~r~i1uHfftUmm~11~t~~~~nm~~~~~U1M~t~r,i~':$I~P.tijij~imi~~~~~~~~~~~Rt~~r~~~~~~~l~t~~~~i~~{~hq{~g~W~~fliffJ1J~f~f[4gfu~1~lfffitm~(~~;illj~~1g
Description
4" Wedge Action MJ Kit
Basalite Fast Patch
12 x 12 x 4 Concrete Hydranl
Blocks
Quantity
1
2
8
Unit
ea
ea
ea
Unit Cost
$ 21.77
$ 22.14
$ 7.69
Extended
$ 21.77
$ 44.28
$ 61 .52
$
$
Total
$ 127.57
~~!~i~~~~~MriR~~~~~l~lH~~~~f~}t.1~m~~{~~~~~lli~~;~!~m~1if~~~lfJ-t~1~~}~~11i!~~~lID~t~ff;nf~,y~,,;p)i~r~~:tqJ:$!~iJ1~{ill~~~11~J~l~~~ruf~~~~h~fJ~tl~~1f~~~~g~~~u~~~It~~~t~~~~g~mi~~~mt~~~~~~i~~~~~
Description
Quantity
Unit
Unit Cost
Extended
Total
$
Sub-total Markup %
labor $ 503.95 29% $
Equipment $ 275.25 21% $
Material $ 127.57 21% $
Subcontractors $ 12% $
Trucking $ 21% $
Total $ 1,137.51
FORCE ACCOUNT SHEET
</ ,'1 U. CJ 'r . e- I """ (.')
JOB# 0 b- JOBNAME .;5, iJ_ l)/e,'",p/ t',v' ft....""'''\,/'Sr.;i',~I'L./ DATE \.J - I-a f .
JESC:RIPTION ....c;\:::.~r 11'\ l?'l~r (j'll.... r\ ~ L,t h!', T'c) 11", €: ,P....."') C' n: ..:i .'l.( e...\.d
i'~ ~~ '\ Jr....", t"t i,1" \ h I::? /. ,',:.. ~ ~
4 II I ;.(! j .0 A<;. 't- i ,.1/ .' ~.. i f.-..,"--
. L'
--t::J. i'A wi \ ('?, f- LA "'- .~,t, .. t
CLASSIFICATION I NAME
o:..1ir
LABOR UTILIZATION
BASE BENEFITS
t./t-i J LI .'
o L? ~ }. ..-
:r:-+ r ....,..'
r""'''' ~~I~';tt'~ t:{."....-
I
',;)
J:h'-l
HOURS
5)v') ..
511 J":')
L1AB INS
GROSS RATE
TOTAL
EQUIPMENT UTILIZATION
EQUIP. #
f:::.;K t- iJQ
P...!2.$.-
TYPE OF EQUIPMENT
f,"?lfJ ~'t{L
.("'I . ~~j .
, ) c'..> ./. (. -.: i ....., ./l
HOURS
.5)1/'"
$"1, .I~
BASE
OPER. COST
GROSS RATE
TOTAL
LABOR TOTAL .......... ... ... ..... .... ... ... ... ... ...... ... ...... ... ... ... ... ..... .... ... ... .., ... ... ............. ... ... .......$. Jf11}1~~iK~1~@!~I~~~ITtI:~
CON~rRACTOR'S LABOR MARK UP .....o.p ...... '0' ou ...... ..~ ..... ......... . ....... ..... ... ...u.$ 'J~j~~~~~i~:~~~%~it~~~~!t7;11
SMALL TOOLS, ~'OF LABOR TOTAL ......... ............... ...... ................. ................ .................$ ~1:ft:~~t~l~<!~l1i~~~~~~~
EQUIPMENT TOTAL ... ..................................................................... ........... ........................$ ~j!~~1!~~t~~~~ii~~*~mt~1
CON~rRACTOR.S EQUIPMENT MARK UP .'0 ... '" ... ...... ....p... ... .... to . .0' ... ,t. .t. .t. "0 ...$ ~~1~8~f!~~~}~t~~~f~,~f;r~~kt~~~F~f
SUBCONTRACTOR & MA TERIAL UTILIZATION
DESCRIPTION VENDOR
S c- r-: .~..! Ft',~..Lf p~,j.. t "') ~ i: 10
~.s]," \<<,~ J~ I~""I ,1, D \''''''~l~''' 'Irl.-\~ it ~'"Ld
COST
TOTAL
MATERIALS & SUBCONTRACTORS ..................... ............................ .......... .........................$ jilm~5~1.1lffl~~1~~1~M'~i&~j
CONTRACTOR'S MATERIAL MARK UP ..................... ......... ...........~ __ ............ ......... $ i)j~hiI~~*;~~i)~~*~&t~~~j
CONTRACTOR'S MARK UP OF SUBCONTRACTOR ...................u...__ H..n................$ !~i?~~t1~t~~~~~~~~_~~~?$~ii
SU L OF L QU P M ALS UBCONTRACTORS & ~~ARK UPS .$ .",....,..,,",...'''.'Il.V..<;i.';e'-.',...'!i>."!
BTOTA ABOR, E I MENT, ATERI ,S , )'11 ............. .{~iIT~i~?J;i;.?j;.~ili,~!f(.,~i~j,jR!~~i1W11
CONTRACTOR'S INSURANCE, B&O TAX, BONDING ........................ ..................... $ ~i*Jm!%mtii~~~~,~1jpJ;[fu~1~~~
GRAND TOTAL OF COST FOR DAY .......................................,..........,.................................. $ !H~WI~~{;I!n;illiij!:1~1~~f:ffif;~!ii;t{!J~\
~F', 1 ~Q' -7l OWNERlR;PRE1INTATlVE
'.. t ~ . I.
"'... t.l.v' /. " \ Ot.",,, /~l t/ 1 J
. -- PIVETTA BROTHERS CONSlRUCT10N
DATE
~-' - J Ii - () t
. ..., .. "OAT"
1812 Pease Avenue, Sumner, Wa. 98390
L,I\JcU\lYU,,",
~~J H.D.
Bellingllam
Bend
Bremerlon
Clackamas
Eugene
Hayden
Hermislon
Hillsboro
360.734.8400 lVlarysville
541.3B9.7577PageD1Y!l1pia
360.377.4507 Pacific
503.656.3900 Pasco
541.607.0081 Redmond
208.772.9060 Spol<ane
541.922.0775 Wenatchee
503.626.2466 Yakima
FOWLER
COMPANY
PO Box 1600 Bellevue, WA 0 98009~0l60
1cking Slip 2527753
BRWH
111111111111 11111111111111111111111111111 ~II
360.651.2400
360,459'7300
253.863.8600
509.545.0255
541.923.2090
509,568.8400
509,886,8804
509.248.840C
_......_~.,....."'-..........,......~.......,or.....,,....,.,,_~_'i.,..."".....""',.......,....."':O............~.....,,...~..."~.=..........."'n:."'1';~.-:-:--......,..~......-..-:'~::-.........,-::-y-o--. ..,_.--.......~...~,~.. ~...~'~l."__ .~-..I"".,."""'-~ C .-...."'" ">='-=-~l..:.:..-==...J..~.~.,.."'......:---:-:O-.. .~...--. .................' '-,";.' '.,,-,-~,,=-.._.....,.'~l'.'" ""'-.~.~.'" ......-':_-~,... ..,...,.... ,=-.:".~.~.., --=----.-....- ....-.'
To: PIVETTA BROTHERS CONSTR. ) Ship to: 2342 ANDERSON HILL RD
.PO Box 370
PORT ORCI~ WA 98366-9311
L.~,....n'_""~K-',"<,'="",,_~.==m_m'_.........~~~~~-<....~..,-~~.-"~.....~......_...-..,.....-..~.-..".-,,
10rder#: IInv Date: IOrder writer:
Terms:NET 10TH PROX 103105747\05/20/09 tF~{ DUKE
._.............~II..:.'<Q..OU..':!:~'l'~...,,"-...... ._.....,.....__.._..._~..~<"'-_.......-..%....~"...,~." "'."".._"'.,..'r.........._......,=_....--,_.........._.""....."'-~"".:'.,......-'.....u-- t ':!.,.,....".........,"'-"';"""..,......~r.:.......-.....~:'...-...........:w ~_-..........,,'.,"'~_- ..~ ".....-.......""7'f.. -"'.._.....'-..-"'.."......._:..I.~~...n:L-_~..::: '....V.:>ol,......-~.-.. .,-'..'--.......2-........-.....'_ ~
FOB: H. D. FOWLER ! Ship Via: . lPO/Job:SW BREM/4"WARG
I WILL CALL i SOUTHWEST BREMERTON RESIDENT
! 1
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Ship'd BO'd Description Price Price x
."....~.....-'i.._.r~ ,~"-,,,:,ul"""-"~''''''-~~''''''''~-'EiA'''''''IFZWARGiK''''-'' ".".m._..._".,.~..~...,..""',,.~-.._."'"..."'~.,<<:."=~~--,._..,--,- ..'"..2~1.~7.70-.r.-'......". ,.....-2.i~-.77.'-.. .
I 4 II WEDGE ACTION MJ KIT FOR DI !
! PIPE W / BOLTS, WEDGE ACTION i
i GLAND & GASKET I.
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I SIGNATURE:
I
! PRINTED NAME: JERRY
;
Sumner
(253) 862-7890
WA 98390-0070
Sub-Total
Freight
Tax
Grand Total
J
.,.....~_.::.-<o.. Ht-_,. ;:~_, ~~/:;:_ ;~~......;i.....~,......';'. ....~,.._.,-;. "J~:;,'1'.~
21.77
21..77
360.651.240(
360-459.730C
253.863.860C
509.545.025:
541-923-209C
509-568'840C
509.8S6-BaOl
509.24B.840C
360-734-8400 iVlarysville
541.389-7577page01Y![lpia
360.377.4507 Pacific
503-656.3900 Pasco
541.607 .0081 Redmond
208.772.9060 Spolmne
. 541.922.0775 Wenatchee
503.626-2466 Yakima
Bellingham
Bend
Bremerlon
Clackamas
Eugene
Hayden
Hermislon
HillsbofO
.'
C~~;n . ,
'",..r-",.'" H D fOv\'LER
t~~'!~~l:j D'" COMPANY
PO Box 160' Bellevue, WA 098009-0160
acking Slip 2528128
11111111111111111 "'III~II IIlIllIllllllf II~
BRWH
.......,............_.~.._,.....-.-_~..__~_....._..=~--..........o:r=......-~.......'"""........,,>o'\.,.."''''l'"_...,:...."""......_..'t....."......~,....,..._<.~;.>7'W""...........~.........,-""............,.-.......-Ofq..~,.,."....r,._........._-"""-......................-.._............_.~...~_~._....,'~..:o.o............,....--.--...........__._..,..-.. .--~..-..~.~~~~~_..._-.....
Ship to: 2342 ANDERSON HILL RD
To: PlVE'I'TA BROlJ:'HERS CONSTR.
PO Box 370
WA 98366-9311
PORT ORCHARD
WA 98390-0070
Sumne!r
(253) 862-7890
~,~-~-_.._.--_._,..~_...~....__.... .~-l~~~~-_.....__._-""'...~--_.".._.,._~--_._--...-...- ..,
iOrder#: IInv Date: 10rder Writer:
103106234';'05/20/09 (BROOKE POPE
i ; ~
L.:....3IO"n=..'I"':o."l"':-_...._:'O.,.",..~"".,:;~"1.:"=...<="'Z":II':........:.:*''''.....-..=L"'%.=~~......-.....-....--...'.....r......___...._..,.......................r-r...-::~~..-..-'~.T.......~......,.......,............... ....:...":::"..."""....-.-,...-...........................--i.'-....!........-....II...._........._-~..:J....................-.......-.........,..,...~..,,.._.~"....-----.., I.-_....~-.-.....-,_...-" '....
FOB: H. D. FOWLER I Ship Via: [PO/Job: 08-170
! WILL CALL ! SOUTHWEST BREMERTON RESIDENT
t ::
~u.~'7UQ.,.,..~....,.~~,........,......._.........__....~rl.....,.._....I':....~,.=k"'.......~........:;..:...."'I...............I_.""__.-....-..:I""~..I"..,........__,~,~.:.;.=:'........._.....__...........,""'............ ~"................~t_.'::I_....~~,_........"""..,..........._.~...s:.,.=r:.~~:_\:.,4""'<>"'I"II<'''''=-r.lO~J~:''''''.l...__'_.'r._.'___.'."-'r&'.._...:~........J ~~'."'-'"
Terms:NET 10TH PROX
Qty Qty UoM Part # Unit Extended T
Ship'd BOld Description Price Price x
...''.-.-....i...'T-..-.....-".'i---.-.".-..-..----...-..-...i3G-'-WWFASTPATCii'-'-'''>~~'~'''''''''-- ...,...."~,"-"...--,..,,.....-.....-.- ..-..'---~-22":.i4MO..T.._....-...-.4-4.-~-28 .,:...
, BASALITE FAST PATCH, FAST i
I SETTING CONCRETE PATCH 55 LBS :
2 I
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Line
61.52
7.690
EA FTHBLK
12 X 12 X 4 CONCRETE HYDRANT
BLOCK
8
105.80
Sub-Total
Freight
Tax, .
Grand Total
SIGNATURE:
PRINTED NAME: jerry
105.80
~;Y:!:~~r:i ~~:{~~ ~:i\~:~;'~T:; ~}f,~~{~[r;1;.~~;~? ;~t'-.:i~,:~ :;~~r;: '::
r___","""--"",_
Reprographics NW
632 Broadway
Tacoma, Washington 98402
Notification of Addendum 1
SW Bremerton Residential Sewer Ext Pump Station
From: Bid Services
Reprographics NW
632 Broadway
Tacoma, Washington 98402
Phone: 1-800-337-8103
Fax: 253-272-4064
Email: bidservices@repronw.com
T'D: Candy Riordan
Plvetta Bros. Construction Inc.
1812 Pease Ave.
Sumner, Washington 98390
Phone: 253-862-7890
Fax: 253-470-5008
Emall: candy@pivetta.com
Dear Candy Riordan.
Your firm is being issued an addendum for the project SW Bremerton Residential Sewer Ext Pump
Station.
Please download the following file(s):
SW Bremerlon Residential Pump Sewer 5035 Addendum 1.pdf
Click here to acknowledge receipt of the addenda.
Cliick here to view and order plans online. using PlanWel1.
Please Note: This addendum is being distributed by email and all further project notifications will distributed in the
same manner. If you did not received this addendum at the emaillisted above, please contact Bid
Services at bidservices@repronw.comto update your company information.
DRAWINGS
Drawina No. C2
ITEM 4
Change Note @ to read:
Water meter, meter setter, and vault to be furnished and installed by the city
Drawina No. E3
ITEM 5
Change Tag~from the ATS to the PCP Panel to Tag<@>.
Drawina No E9
ITEMS
Add the following Tag 47 to the table on DrawIng E9:
FROM
ATB
TO
PCP Panel
REMARKS
END OF ADDENDUM NO..1
City of Bremerton
. SW Bremerton Residential Sewer Extension Pump Stlltion (SB:-l)
Addendum No. 1
PAGE4of4
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner. Washington 98390
(253) 862-7890. Fax (253) 470-5008
Change Order Request
#
25
c
SW Bremerton Residential Pump Station
Dale::
July 7, 2009
Alln:
Brad Ginn
Adr:
Cily of Bremerton
3027 Olympus Drive
Bremerton, WA. 98310
Project Number:
Ship Via:
Re:
SW Residential Sewer Ext. PS 5B-1
We are sending you:
~~ShOP Drawing
Copy of Leiter
Samples
2008/170
x
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery l
Attached Under Separate Cover the following Items:
C=:=JPrints C=:=JPlans
~change order C=:=JSpecifications
Description
Pairit piping multiple colors
See attached FA detail sheet
Quantity
UM
Grand Total
uc
Total
$ 3,399.02
$ 3,399.02
I
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-B62~7890 Fax: 253-470-5008
Date:
6/11/2009
Bremerton WCD #:
PSC Force Acet. #:
25
PaInt pipin( multiple colors.
'H~~~~~t~~~8~~~f~?l.g~~i;4f~;Wff~1~1~mmm~~!l*jfi~;~~~1;t~~[fl#~l~;N~1~!fl~i~iM~j~m~~~t{W:l;ab:Q-f,~~f~'n.ij,4~:q~, Rm'eij.t.f~~k~{!mh#;F~~~~f}~~![fiA}}t~1~HmnmN~{~i41Rf~lli1~~if~H:fi~~~fth~~~~m~~ffi11'if~~~1~
Worker Total Cost Extended Total Cost Extended
Classification Hours Per Hour labor Cost Equi ment Hours Per Hour E ui Cost
Foreman 2 $ 55.98 $ 111.96 EX 122 J D 50 Excavator 0 $ 35.39 $
Operator $ 53.95 $ Foreman Truck 2 $ 19.66 $ 39.32
Pipe layer $ 44.81 $
laborer $ 43.96 $
TCS $ 38.41 $
Flagger $ 37.21 $
Total $ 111.96 Total $ 39.32
!~il[~~!ili~ttl~1~lt~~;~~~~R~~~NN~~#!}.%~~~W~~Ii~!lfi;'~f~~1~~1~H~~~~im:~~~~~g~~Jl1~~~~l1m~WM,:jt~.~i.~.~ij:;,l:J,$'~d.ti~t.4R~H~friti1r.lttH~t?ii~1~ttfr{!W~~~~~1~~1illfimfr.1}~J},~ij~m~'~!~l~!f~tl.1~~r~i~1ffi~ijtt~~ffi!i~
Descri tion
Quanti
Unit
Unit Cost
Extended
$
$
$
$
$
Total
$
~~J~~~~fj~;~iff:~~fJ~i!~gj;~~~~jl~~ff~#EilliY!tl~~nmj!H1~~~1~~1?mtfF.~~r.~;~t1~~~'~i~~g;m~t~~~~~li!~1Lt~~if~!$i.lp:~;9'nJt~~t9t~~~~HffQ~~m:~1f.-t~~~b1tili~{HN~~f~3!~*tt!~!~.~~m~ji~~U!~~~;m~~~1~l~~~f~ll~;~!fj;!~1~itltp.~1Jg~~~
DescrIption
American Coatings
Quanti
1
Unit
LS
Unit Cost
$ 2,863.41
Extended
$ 2,863.41
Total
$
2,863.41
~~~ft~i'~"~~1f~t~~~~1i11m1~fffi~lw~~mfm~~:~}mii~T~~~~~nJT~I~;~~~~~i~ll~~lflJn~f~~~nt~~s~m~:w~~~!i:t.~-r.~F~~#?jmf.&lllfr~~~~{imf~}~ll.~1TI'!~~~f~t1~~1f1~!~~~~~~~~~
EQ:(c~t~.t,Q:QUfi:t.J:{~:~.~.p;1{gmt1i~5ITUgEmfff~~Ff,#fj~~f:!1;~~yg~il~]~~~~J~~~a~~J~~~~f~t~~mf~J;~mfWi:Mnn~~~mff~t~ffi1~
Sub-total Markup % Total
Labor $ 111.96 29% $ 144.43
Equipment $ 39.32 21% $ 47.58
Material $ 21% $
Subcontractors $ 2,863.41 12% $ 3,207.02
Trucking $ 21% $
Total $ 3,399.02
Bob Mickel
Flrom: HHARTSO@comcast.net
Slant: Thursday, June 11, 2009 10:39 AM
To: Bob Mickel
Subject: SW Residential Sewer Pump Station 88-1 Multiple Colors @ Pipe
Bob,
Here'is a breakdown for painting multiple color @ the pipe.
Thank you!
Herb Hartso
American Coatings & Supply
12506 Woodland Ave. E
Puyallup, Wa 98373
(253) 770-4093
Co,'" A '''l""n
Page 1 or 1
PIVETTA BROTHERS CONSTRUCTION, INC.
1812 PEASE Ave.
Sumner, Wa 98390
6/11/2009
Re: SW Bremerton Residential Sewer Pump Station
Altn: Mr. Bob Mickel
Dear Bob,
Please consider this as our request for extra work change order. This is for appling multiple colors to the pipe.
Please see the breakdown as follows.
Thank You. Herb Hartso
Extra PaintinQ Days Labor
Days Men Man Crew Crew
Masking SF 0.5 1 0.5 1 0.5
1st Coat Color Change SF 1.5 1 1.5 1 1.5
2nd Coat Color Change SF 1.5 1 1.5 1 1.5
Man Davs Crew Days
3.5 3.5
Supervisi~n 10% 0.35
3.85 $340.00 Per Day $1,309.00
EQUIPMENT
Davs Cost
Truck 3.5 $35.00 $122.50 $122.50
FUEL
Davs Gallon Price Cost
Truck 3.5 20 $3.50 $245.00 $245.00
Thinner
1 st Coat Color Change
2nd Coat Color Change
SF
30%
COATINGS
Coveraqe Gals.
o 2.40
4.00
4.00
Cost
$18.75
$45.29
$73.45
COST
$45.00
$181.16
$293.80
$519.96
Masking & protection
Brushes rollers buckets
JOB SITE SUPPLIES
$25.00
$30.00
$55.00
SUMMARY
PANITING LABOR
EQUIPMENT
FUEL
COATINGS
JOB SITE SUPPLIES
SMALL TOOLS
DIRECT COST
PROFIT & OVERHEAD
25%
$1,309.00
$122.50
$245.00
$519.96
$55.00
$39.27
$2,290.73
$572.68
$.~.863.41
Bob Mickel
-...-....--.----.---....----...-....--..........,..-..
F,rom: Brad Ginn [Brad.Ginn@cLbremerton.wa.us]
Sent: Thursday, April 23, 20091:40 PM
To: Bob Mickel
Cc: Frank Harer
Subject paint
Bob,
Page 1 of 1
......~"""'".......--.--._---.----..-----------
I wanted to put some of what was discussed at yesterday's meeting in an email. For water piping inside the
building, we want the pipe painted blue on the potable water side of the RPBP (including copper piping to eye
wash) and gray on the non-pot side. We want DI sewer pipe in vaults painted white and vault vent piping painted
safety yellow.
CITY OF BREMERTON WORK CHANGE DIRECTIVE
WGD#: 18 Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (SB-1) Project #: 5060
CONTRACTOR: Pivetta Brothers, Inc.
Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
Extend Itwo 4" fuel tank emergency vents through roof. Paint vents black.
ATTACHMENT(S):
Contracltor's proposal
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the Genlsral Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
D
~
D
q
Unit Price
D
~
Contractor's Records
Lump Sum
Time & Materials
Engineer's Records
Other:
D
Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 4,845.83
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
auth orization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
I. /'7 '""\:., t:'> C-'
. \....-./ .::> ~;::..
'--..
CONTRACTOR
CITY OF BREMERTON
ab. FORMS. Warl, Chanoe Direcllve, 3.00
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470-5008
Change Order Request
#
26
c
SW Bremerton Residential Pump Station
Dalte:
July 10,2009
AlIn:
Brad Ginn
Adr:
City of Bremerton
3027 Olympus Drive
Bremerton, WA, 98310
Project Number:
Ship Via:
Re:
SW Residential Sewer Ext. PS S8-1
We are sending you:
BShOPDraWing
. Copy of Letter
Samples
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery I
Attached Under Separate Cover the following Items:
c===JPrints c===JPlans
~change order c===JSpec:ifications
2008/170
x
Description Quantity
Two additional 4" vents from fuel tank required by Fire Marshal
See attached FA detail sheet
UM
Grand Total
uc
Total
$ 4,462.09
$ 4,462.09
Pivetta Brothers Construction, Inc.
PO Box 370
Sumner, WA 98390
Phone: 253-862-7890 Fax: 253-470-5008
Bremerton WCD #:
Date: 7/10/2009 pac Force Acct. #: 26
~~}~~1~~m11f~~~~~,~i~~~~~Hl~~r.~J~mtt~1f~~~Wp1F~~4~;r~~1t,;itw~J~~~t~1{R,~~f4np~j,t!o.t,m~!~~~}!h;~~~~~~W~t}!I~~Jfi~~1~~~~!t~~~1;~~{f~~~H~~;;u.i~:~~f~1r~~~l~fJ~~lli];~~~
Add two 4" vents from the fuel tank throuah the roof as reauired by the County Fire Marshal
t~~~~t~~~~m!fJmt~jll.!L~~~!~!itiP.tt~l~lff;ft~~~~~l~~i~~~~~g~~.H~tis~~~~i~~~!ii~~ti~l~~bQfij~~~".(;Jre:qttip'm~ntJt~;~~rr~TIH~1~t1!~i~~~r:~~~!~!~~~J~4t~~'~~1~l[;1~FJ~~m~itf~]ff.1rnii~mh~~~1t!f:I~~
Work~r Total Cost Extended Total Cost Extended
Classification Hours Per Hour Labor Cost Eauioment Hours Per Hour Equip Cost
Foreman 6.5 $ 55.98 $ 363.87 EX 122 JD 50 Excavator $ 35.39 $ -
Operator $ 53.95 $ - Foreman Truck $ 19.66 $ -
Pipelayer $ 44.81 $ -
Laborer $ 43.96 $ -
TCS $ 38.41 $ -
Flagger $ 37.21 $ -
.
Total $ 363.87 Total $ -
~i~~~Hrr$~?~~~J!;i~~1~t~n~~Eirr~~tW~ti{~n~~tf~k~t1t~tnf~rJ~?lt~~~i~li~t~tt~~!~~K:?lt\11~tijtia'.S:i~s~~t~~~J~~nmf[~~~1~JjtmhqU~~~~~,~~H~~~~~f~t11~~tt~!~~~~~~g}~jmilt~~~H;~ffi~rJfl
Description Quantity Unit Unit Cost Extended
$ -
$ -
$ -
$ -
$ -
Total $ -
~q~~&{f~~)!t~~;~~~~~1~~~m!~~1~~m;~~f~~~5~~(~~li~~~}W~~j~~~W}r~t~I~~~~i~~m~min;~i~~it~im~_pb):'9Jl~~:q~~(~~~~J~Yni~~t1i~'b~f:t~;;!~i~~f~~~~'fu~J~TI~~~'f~~gifi~~m~-Ff~Wl1Ml~f;f~~11{~t:}:M~{frq1
Description Quantitv Unit Unit Cost Extended
Ramset Mechanical 1 LS $ 3,564.91 $ 3,564.91
Total $ 3.564.91
~~~t~1~li~~(~~Himi,ft~H!~~~nEt~~g!miifJ1m~Hgt~Uff~l*~11~!D{m!lfri&~fi~fim~J.IQJ:~~\l~~~'c:~~~"nt~.8'.~p.p~*~~~lmmflfij~ffij~fl;m~~~ifi~~mj~;~~iJ~t.~i~~f~~~-m~!f~~lf.~i~~ui~
1lnt~t;~~mi~jj~ifg~tiklf~~rt~~fi~~~~lli~11~~f!~~~n~~~~f]li1~~~!~~~~1~j~mfr~![i?lli!~rm;91i~~~1~1:1mm~~~!~~lK~U~1~1t~1~~Umtm!ftt1Jlilimmmmn~~~1~fl~~~~rt~mb1~~!f;f~11i~1ij~1itl~ijij!~;1!~~~~i?J.fmJfl1i11~!;
Sub-total Markup % Total
Labor $ 363.87 29% $ 469.39
Equipment $ . 21% $ .
Material $ . 21% $ .
Subcontractors $ 3,564.91 12% $ 3,992.70
Trucking $ - 21% $ -
Total $ 4,462.09
RAMSETT MECHANICAL COMPANY, INC
263 SW 41ST Street
Renton, WA 98055
TEL (425) 251-9404 FAX (425) 251-3595
TO: Plvelta Brothers Const DATE: 10-Jur-C9
REF: Bremerton Pump Station PR#: VERBAL
SUBJECT: Add two 4" vents from fuel tank in addition to the REF#: RMCrpC01
2" planned for. Required by Fire Marshal.
1.00 LABOR HOURS 16.5 HRS $ 71.10 '$ 1,173.15
2.00 SUPERVISOR HOURS 2.50 HRS $ 78.93 $ 197.33
3.00 PM HOURS
4.00 DELNERY HOURS
5.00 AS BUILT HOURS
6.00
$ 1,370.48
7.00 SUB TOTAL 1 - 6
8.00 MATERIALS COST See attac:hedinvolces $ 1,465.12
9.00 PERMITS COST
10.00 SUBSISTENCE COST
11.00 TRAVEL COST
12.00 SUBCONTRACTORS
13.00 SUB TOTAL 8 - 12 $ 1,485.12
14.00 TOTAL 7 + 13
15.00
16.00
'\7 .00
18.00
'19.00
20.00 LABOR OVERHEAD 29% $ 397.44
:11.00 MATL OVERHEAD 21% $ 311.88
:12.00
aoo SUB TOTAL 20 - 22 S 709.31
24.00 TOTALS
25.00 BOND
26.00 SALES TAX
27.00
28.00
29.00 GRAND TOTALS $ 3,564.91
..
0:0..:'>*......
" ' .....
., '.;
. '. :'. .;,;, ....i~~:~;..f'/ .'
: : _ ~,~ '83.:- . 353~85 +.":.....
'.:;'[;<' ',l;J:~'~,,":.'
.:?:>'.:i:J:;...:. - . 5.72 '.j....-: ,
. .,,', '., ~ i O.'S,' ':;"322~'~3~':~:h;i::/;.;"
:'.,:tl~!i'!~;l~lf!i~~~;~{';:!
I..' "'/J;4~::1~8(::
,....., :,..':..,
!'
. ~'~'
;.
-
9SFERGUSON
~O~!S~~I~~~A~~rINCe.
SEATTLE~ WA 98106
1111I11111111111I11111 1I111 11111 11Il1 111I1 IIlII 11111 11111 11111 11111 1111111111111
."" I ''''m''~'''B.~I~~l
ol_~, ~ 4~ 7 ;;~.....c . - ~ 41.50 ~;J;1m:",... 1 "",,~l
---
-
-
-
~
-
=
=
Please contact with oueslions:
206-933-3800
005666 fRIDWAOl 000000
RAMSETT MECHANICAL CO INe
263 SW 41ST ST #C
RENTON, WA 98055
PLEASE REFER TO INVOICE NUMBER WHEN
MAKING PAYMENT AND REMIT TO:
APR 30 2009
RECEIV-ED
FEI - SEATTLE #3007
PO BOX 802806
CHICAGO, IL 60680-2806
b~~~iSf.l~W~@'~~:f;1'~.aw~
COUNTER PICK UP
1824 112TH ST. E.
UNITS C-O-I-J
PARKLAND, WA 98445-3748
OUSTOMER OROER NUMBER SALESMAN
JOB NAME
SHIP SELL TAX CODE
WHSE. WHSE.
2031 203 '1 WAE
-.0 iRE
6
6
42
2
2
2
4
2
1
1
1
2
4
2
1
2
1
1
1
1
'i' ~.g1,,:,:~Q.l. " "
,<.~N".a
6 Fescp
6 FCSTP
42 I BPTCA53P
2 PF 1000'1
2 IBNPCL
2 IBOP
4 FNW7873Z0400,
.2 FNW7873Z0200
1 CTfDD
1 CMAD
1 CfAD
2 CCF
4 C9F'
2 C4F
1 CUD
2 IB9K
1 IB150UK
1 IBeK
1 } BNI<L
1 FNWll-21F
CGl PORT ORCH PUMP STAT
~~~~~.'t .~~..~_... ~~ :I' eagm. ,t. -
2 EA 4"X 93" Bll< PIPE TeE
2 EA 4"X 64" ell< PIPE TBE
2EA 4"X62 1/2"BU< PIPE TBE
4 CS / BRS STD CUTTING FEE
4 CS STO THRO FEE
4 eLK T&C AS3A Sll-O PIPE
3/8 ACID BRSH
4XClOSE BlK STl NIP
4 BlK HI 150# couP
4 IPS PLTO RIGID STRUT ClMP
2 IPS PLTO RIGID STRUT CLMP
3/4Xl/2Xl/2 WROT CXCXC TEE
1/2 WROT CXM AOPT
1/2 WROT eXf ADPT
3/4 WROT cxe coUP 7/8 00
3/4 WROT cxe 90 ELL 7/6 00
3/4 WROT CXC 45 ELL 7/8 00
1/2 WROT CXC UNION
2 BlK MI 150# 90 ELL
2 BlK MI 150# BRS OJ UNION
2 BlK HI 150# COUP
2X2-1/2 BLK STL NIP
3/H: .~!tS~6()Oif;tW~9:i: ~WlJ.)?fJt~:~P BV
"'::;:;"<;~;\;;if ~f.-.:' \j~~.r 'fJi:~:' ;j:~~F~~1~~rJ}.~~~:r.?~~l}:{,: .
0.. .
04/24/09
!al "". '..
14.000
16.000
64-2.488
0.158
9.129
56.000
1.11-30
0.963
1.919
0.825
1.313
0.601
0.686
1.268
3.956
9.840
21.340
7.630
1.812
10.810
at
5-1
INVOICe. DATE
BATOH
10
56123
'::t1r;;:- _
tl:'_~
. ";'1.,.,
EA '(
EA ~
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2.. '(or
.----
:RMS: NET 10TH PROX ORIGINAL INVOICE'" .'
accounts ~ due and payable per the ilMliced tarms. All past due amounls are subjecllO a serlice charye at the mil~jmum rate atlowe~ by slats law piuS
sts 01 colleCUQnlncludlny attorney fees 11 iocUlllld. Frei)hl terms are FOB our dock unless oll1erwiso specified abo\le.
A
748.77
Stacy Plumbing Supply Co., Inc.
P.O. BOX 11027
TACOMA, WA98411
INVOICE
Telephone: 253-272-3163
Wnrcho~se: MAlN
fl.?R ,,1 11)~9
~C~lVJtO
Invoice No.
284278
Customer No.
6000
[ Bill To:
RAMSETI MECH CO., INC
263 SW 41 ST STREET
RENTON, W A 98055
.J
r Ship To:
RAMSEIT MECH CO., INC
263 SW 41ST SlREET
RENTON, W A 98055
Telephone: 425-251-9404
Telephone: 425-251-9404
Ship Via F.O.B I Terms I Salesnerson
WILL CALL I 2%lONET30 I Jeremiah
Invoice Date Order Date SO# I Ordered By I .PO# I Resale #
04/24/09 I 04/22/09 220922 I JACK I ~.:.290.l,t:l04 PT DReHD PU I tJU! :)54-':>~U
Order Shipped Tax Item Number Unit Extended
Quantitv ouantitv l~A"" . . Price .Price
. " . . '-.' ~ '" ,.~
2 2 N BMU2504 537.3BOO . 322.43
UNION 250 LBS. ELK MAL (BRXIRON) 4" <70.00 % > ,cr D t >-
3 3 N BM454 209.0400 ~ 88.14
.. ElL 45D BLK MAL 4", <70.00 % > - .".. . ~ - . .-' "
1.00 1.00 N Z1400B02 75.0000 '3i.5Cf .,
Body only 2" NH Flr C/O Z-1400 #P1400-2NH body/plug <50.00 % > 355
1.00 1.00 N ZN1400T23 213.0000 "' . 106.50
Top only NB for 2",3" Fir C/O PN # ZNl400 2,3 HFe <50.00 %>
6.00 6.00 N STRUTOD2 6.4200 9.63
STRUT CLAMP 2"OD <75.00 %>
10 10 N STRU178 6.0000 15.00
STRUT 7/8" X 13/16 <75.00 % :>
20 20 N STRUTl58 11.1900 I 55.95
STRUT 1-5/8" <75.00 % > '
I 1 N NHC32 . 26.2000 4.72
COUPLING NO-HUB 3X2" (IOO/em) <82.00 % > '
PS 86182
~,- 'Z-t:f&}
1/ z. r ---
~
'()rint Date 04124/09
. 'rint Time
Page # I
Total Paid
0.00
Subtotal
Freight
739.87
0.00
Balance Due
739.87
Amount due is based on 'Tenus' above.
Invoice Total
739.87
'._;:'~. ,.-.--.
.""'. ,,,",,.:,,,,.~,,.......~~
Stacy Ph.unbing Supply Co., Inc.
P.O. BOX 11027
TACOMA, WA 98411
INVOICE
MA'{ 2 0 '1.009
"
RECEIVEI?
Invoice No.
28460]
Telephone: 253-272-3163
VVnrehouse:~
Customer No.
6000
[ Bill To:
RAMSETI :MECH CO., INC
263 SW 41ST STIffiET
RENTON, W A 98055
I Sbip To:
RAMSETI MECH CO., INe
263 SW 4 ]ST STREET
RENTON, W A 98055
Telephone: 425.251.9404
Telephone: 425-251-9404
51!iu Via F.O.B I Terms I SalesDerson .
WILL CALL T 2%lONET30 I Jeremiah
Invoice DnteI Order Date 80# I Ordered By I PO# I Resale iJ
0511 1109 I 05/07/09 221268 , JACK I 2901-901 PORT ORCH I flU!- 'w
Order Shipped Tax Item Number Unit Extended
Ouantit'l1 Ouantitv ~ . Price Price
3 3 N BM454 209.0400 188.14
ELL 45D BLKMAL4".. ... ... ... .. .. <70.00 % >
.. .--
4 4 N NB4CL 89.7&02 53.&7
NlPPLE BLK 4 X CLOSE <85.00 %>
PS 86338 - PORT ORCHARD PUMP STA nON
. . rn~~~~jID
-
I.
.-
0'1 z 4'0/
5_2<6 .-:-
'1'01
Print Date 05/] 1/09
!rint Time
Page # 1
Total Paid
0.00
Subtotal
Freight
242.01
0.00
Balance Due
242.01
Amount due is based on 'Terms' above.
Invoice Total
242.01
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Page # 1
. TollllPaid
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CITY OF BREMERTON WORK CHANGE DIRECTIVE
WCD#: 19 Page 1 of 1
PROJECT: SW Bremerton Residential Sewer Extension Pump Station (S8-1) Project #: 5060
CONTRil\CTOR: Pivetta Brothers, Inc. Date: 7/15/2009
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE{S):
Compensation for extra costs incurred due to delay between project award and notice to proceed.
ATTACHMENT(S):
Contractor's proposal
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
Method of determining change in Contract Times:
Unit Price
D
~
Contractor's Records
o
o
o
o
Lump Sum
Time & Materials
Engineer's Records
Other:
D
Other:
Estimated increase (decrease) in Contract Price:
Estimated increase (decrease) in Contract Times:
$ 2,858.74
Substantial Completion:
o days;
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
RECOMMENDED:
AUTHORIZED:
,/} .d-' sL:. Q
l'/ f....,./( ~...--
"-~
CONTRACTOR
CITY OF BREMERTON
"h i=nRMS Wnrk r.h"nnp nirprotiv" ::l.nn
Pivetta Brothers Construction, Inc.
P.O. Box 370
1812 Pease Avenue
Sumner, Washington 98390
(253) 862-7890, Fax (253) 470~5008
Change Order Request
# 27
L
SW Bremerton Residential Pump Station
Oa113:
Project Number.
July 14, 2009
Alln:
Brad Ginn
Ship Via:
Adr:
City of Bremerton
3027 Olympus Drive
Sremanon, WA. 98310
Re:
SW Residential Sewer Ext. PS SB-1
We are sending you:
BShOP Drawing
Copy of LeUer
. Samples
2008/170
US Mail
USPS
Airborne
UPS
Courrier
Other (hand delivery )
Attached Under Separate Cover the following Items:
[==:JPrints c=:="lPlans
~Change order [==:JSpecificalions
x
Description
Costs related to late start of work after June 2008
bid and work beyond June 1 2009
See attached spreadsheet and backup.
UM
Quantity
Materials:
Pacific Panel and Steel Trusss additional cost
Labor:
Jerry Mandelke
Markup on materials @ 21%
Markup on labor @ 29%
Grand Total
UC
Total
$
$
$
$
885.00
820.64
185.85
237.99
$ 2,129.48
Bre~merton SB-1
Additional costs claimed for the delayed start after the June 3, 2008 bid
and the resulting work time extending past June 1, 2009 when union wage rates increased
Pac::ific Panel
June 3. 2008 Pacific Panel and Steel Truss Bid $ 6,480.00
Del::ember 21. 2008 Pacific Panel price when
order could be released for production $ 7,365.00
Additional cost incured $ 885.00
Pivetta Brothers Payroll
Jerry Mandelke
Straight time wages increased from $38.47 to $39.75
Overtime wages increased from $57.705 to $59.625
Fringe Benefits increased from $13.95 to $15.15
6/1/09 to 6/5/09
Straight 32 Hrs. $ 1.28 $ 40.96
Fringe 32 Hrs. $ 1.20 $ 38.40
6/8/09 to 6/12/09
aT 4.5 Hrs. $ 1.92 $ 8.64
Straight 40 Hrs. $ 1.28 $ 51.20
Fringe 44.5 Hrs. $ 1.20 $ 53.40
6/15/09 to 6/19/09
aT 2 Hrs. $ 1.92 $ 3.84
Straight 33.5 Hrs. $ 1.28 $ 42.88
Fringe 35.5 Hrs. $ 1.20 $ 42.60
6/22/09 to 6/26/09
Straight 39.75 Hrs. $ 1.28 $ 50.88
Fringe 39.75 Hrs. $ 1.20 $ 47.70
6/29/09 to 7/3/09
Straight 10 Hrs. $ 1.28 $ 12.80
Fringe 10 Hrs. $ 1.20 $ 12.00
7/6l09 to 7/10/09
Straight o Hrs. $
Fringe o Hrs. $
7/13/09 to 7/17/09
Assume Straight 40 Hrs. $ 1.28 $ 51.20
Fringe 40 Hrs. $ 1.20 $ 48.00
Subtotal $ 504.50
FICA 7.65% of additional wages $ 20.07
SUlFUT A 6.73% of additional wages $ 17.66
L& I $1.38 per hour $ 278.41
Additional cost incured $ 820.64
~l Truss, Inc.
Members: LGSEA
AISI
CSI
NFIB
STCA
[Truss Proposal - Amended
Date: December 21, 2008
Proposal #07088
Submitted To:
Project: Bremerton Pump StationSB 1
Pivetta Brothers Construction, Inc.
1812 Pease Ave.
Sumner, W A 98390
Sent e-mail toBobMickelBob@Pivetta.com
.Scope of Services:
:Pacific Panel and Steel Truss, Inc. (PPST) will provide the following:
(1) Alpine TmsSteel Cold Formed Steel Trusses, including hold downs, truss to truss
connectors, and material for truss web member bracing, specifically as required by
Alpine truss engineering
(2) Truss Layout, Shop Drawings, Truss Engineering
(3) Hip metal break shape (4" x 4" x 16 ga.) and non structural fascia brealc shape
(1 y;" x 5 y;" x 1 ~"x 16 ga.)
(4) Consultations as required via conference calls
(5) Shipping
This proposal specifically does not include the following:
(1) Sales tax, if applicable
(2) Off loading and/or setting of trusses
Schedule: Weare prepared to start on this project after acceptance of this offer and receipt of
design/engineering payment. NO work will be scheduled until after ALL approvals have been received.
.Any changes after approval will result in delays and extra charges. PPST will not be responsible for any
expenses incurred by contractor due to delays.
Lead Time: Minimum (4) week lead time is required for delivery AFTER the approval of shop
drawings. No work will be scheduled until all dimensions and details are finalized, signed and .
approved, including this signed proposal received. Any changes after approval will result in delays and
will be rescheduled by PPST and will result in additional charges.
Desi2B Criteria: Roof trusses designed at 24" o.C. with loads figured as TCLL 30 lbs. psf; TCDL 10
1bs. psf; BCDL 10 lbs. psf; Winds @ 90mph, ASCE 7-02, Exp. C, Cat. II.
Note: Soffits are built onto the trusses (see truss profile)
*** Proposal Notes***
Complete Plans and Specs are required.
Price reflects the load on the trusses as denoted on the infonnatioll/plans received. Any other loads
which may be imposed on the trusses will require additional design and engineering and may require
1509 "B" N.E. 106lh Street- Vancouver, W A 98686:'" (360) 213-1600 - FAX (360) 213-1601 - Toll Free 1-866-316-7778
E-mail: info@pacificpanclsteeltruss.com www.pacificpanelsteeltruss.com
material upgrades as well, all of which will increase the cost. Price reflects information as we have
received as of this date. Any change to final plans from this information may change price accordingly.
Chord and web siie and thicknesses have been computer generated to meet the loads as provided to us.
Chord thickness will vary from 28 Ipil to 54 mil as required.
Attachments included ~lerein for your reference are the following items: Layout and truss profile
Note: Sunnlvio2: trusses for this nroject are also subiect to the followiof!:
Steel Prices: This price is good for 30 days, Any increase in steel prices may affect this bid price,
. Approvals: Customer is to verify and approve roof layout, truss profiles, all counts, dimensions and conditions prior to
manufacturing and return said approvals to us in writing.
Listed Items: Price is based on listed items only in this proposal. Any alterations or deviations that require additional costs
will require a written and signed/approved Change Order for the amount of the additional charges, including alterations or
extras deviating from the layout as approved.
Shiopinl!/Deliverv: Mainland Deliveries: Trusses will be delivered to the safest accessible location, nearest to job site.
Trusses are F.O.B. trailer deck. Contractor to make all arrangements to unload the trailer at job site. No boom service is
included. Adequate space for unloading is required. Bid price inclusive of shipping refers to ajob complete shipment and
one time drop, with two (2) hours allowed per trailer. This includes time accessing job site, stand by time and unloading.
Additional trips and/or unloading time will be billed at cost, plus 20%. In the event a different loading pattern of the trusses
is required by you from our normal and standard loading procedures, an additional labor charge will be added.
Hawaii Shippiol!: Trusses will be shipped in container(s) best suited to the size and configuration afthe trusses. Contractor
to make all arrangements to unload said container(s) at the job site. No boom is service is included. Bid price inclusive of
shipping refers to ajob complete shipment. In the event a different loading pattern of the trusses is required by you from our
normal and standard loading procedures, an additional labor charge will be added. Bid price inclusive of shipping also means
each and every container will be filled to capacity. Partial loads requested by customer will incur additional shipping
expenses. Customer has ten (10) days to unload container and return to shipper or an additional charge of $50.00/day will be
charged by shipper and customer agrees to pay said charges.
,Taxes/Fees: All government (city, county, state and federal) fees and taxes, including sales tax if applicable are the
responsibility of the acceptor.
,Repairs: Additional charges will be made for truss repair in the field, should it be necessary, due to damage by purchaser or
purchaser's sub-contractor(s).
,Retention: None allowed.
,Purchase Order: In the event a formal purchase order is issued to us, this proposal is considered to be made a part of said
purchase order. In the event of any contradictions between this proposal and said purchase order, this proposal shall prevail.
Communication/Information: Information required by us intended to verify or confirm any certain situation and which
necessitates a written response from you which is transmitted in any form, Le. fax, e-mail or US mail will be assumed to be
correct by us unless a written correction is received by us from you in a timely manner.
Credit: In order for credit to be granted our credit application will need to be completed including the required personal
guarantee from an owner/corporate officer. Customer is responsible for initiating and asking for the credit approval process
to begin. You will be advised by us if credit is approved. If approval is granted your contract balance of 50% of the total
contract will be due net] oth of the month following delivery. If credit is denied or no application is made the contract
balance of50% will be due COD (or pre~paid in the event of shipping outside of the contiguous 48 states).
Past Due Accounts: Customer will be responsible to pay any and all expenses incurred in collecting past due balances.
Finance Charl!cs: A finance charge at the annual percentage ratc of 18% per annum (monthly rate is 1.5%) or the highest
rate permitted by law to be applied on all past due accounts and will be added to the account monthly thereafter until paid.
On Site Meetinl!s: On site meetings are not covered herein and may be billed at the standard rate per hour portal to portal.
Delav/Chanl!e Schedule: In the event there is a delay or change to the schedule on the project for which this order is
intended and purchaser wishes to delay the delivery of this order from the original schedule provided to us, we may at our
option bill the entire order and be entitled to payment in full. Purchaser may at his option send a representative to our
production facility for verification that the order is complete and ready to ship.
1509 "B" N.E. 106111 Street - Vancouver, WA 98686 - (360) 213-1600 - FAX (360) 213.1601- Toll Free 1-866.316-7778
E-mail: info@paciiicpanelsteeltruss.com www.pacificpanelsteeltruss.com
PrOl!:ress Billings: Progress billings will be made and are approved by you in the event we are asked to deliver trusses in
less than the full order.
Bidding Process: A complete set of plans and specification~ are required for accuracy. Ifa complete set of plans and specs
are not received at time of bid, this price is subject to change.
Confidentiality: This proposal is intended for the strict confidential use of the above named contractor and PPST. Any
duplication or retransmission of this proposal or its contents with out PPST's written approval may result in legal action.
Suitability: Light gauge steel trusses are designed as individual structural building elements, not as roof or floor systems.
The suitability and use ofthe components provided for in this building design is the responsibility of the building designer,
owner or contractor. (See ANSIITPI 1-1995 Section 8.1.5 adopted by ICBO, SBCCI or BOCA.) The building designer,
owner, contractor and/or truss installer shall specify permanent lateral bracing where indicated by the truss designer on the
truss design drawings to prevent buckUng of the individual truss members due to design loads. The building designer shall
specify how the permanent lateral bracing is to be anchored or restrained to prevent lateral movements. if all truss members,
so braced, buckle together. This shall be accomplished by (a) anchorage to solid end walls; (b) permanent diagonal bracing
in the plane ofthe web members; or (c) other means when demonstrated by the building designer to provide equivalent
bracing. (See ANSI/TPI 1~199S Section 8.1.5 adopted by ICBO, SBCCI and BOCA.) The general contractor, builder,
and/or installer shall comply with the field storage, handling, installation, permanent bracing, anchorage, connections and
field assembly requirements of the construction design documents. (See ANSIITPI 1-1995 Section 8.1.5 adopted by leBO,
SBCCI and BOCA.) The general contractor, builder, and/or installer shall determine and instalI temporary bracing for the
structure, including the trusses. (See ANSIITPI 1-1995 Section 8.1.6 adopted by ICBO, SBCCr and BocA.)
Fee: Price $7,365.00
Payment to be as follows: Payment of25% for design/engineering is due upon acceptance and with
purchase order, 25% due ~pon approval of shop drawingS and prior to material order, and the balance
COD or Pre-Paid unless credit established; then Net 10 of month following delivery.
Please consider and advise us on all job site conditions:
Delivery vehicle, truss size, job site access, job site spacc, overhead wires, traffic and any possible unsafe conditions.
Thank You for your assistance in scheduling your safe, on time delivery.
Please sign, date and provide an estimated delivery date and fax to 360-213~1601.
No work will be scheduled /llltil a siglled alld completed proposal lias been received.
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard
practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written
orders and will become an extra charge over and above this bid. All agreements contingent upon strikes, accidents or delays
beyond our control. This proposal is subject to acceptance within 30 days and it is void thereafter at the option of the
undersigned.
jry~'~
Gary W. Derr
l?acific Panel and Steel Truss, Inc.
Designer
Authorized Signature
Date:
(I have read, acknowledged and approve all terms and
conditions of this proposal)
Authorized Name:
(Please Print)
Estimated Delivery Date:
(adequate lead time is required)
1509 "B" N.E. 106111 Street- Vancouver, WA 98686 - (360) 213-1600 - FAX (360) 213-1601 - Toll Free 1-866-316-7778
E-mail: info@pacificpanelstecltruss.com www.paciIicpanelstecltruss.com
SW BREMERTON RES. SEWER EXT.
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Members: LGSEA
AISI
CSI
NFIB
STCA
Pacific Panel and Steel Truss, Inc.
[ Truss Proposal - Amended
Date: June 3, 2008
Proposal #07088
[Submitted To:
Contractors Bidding Bremecton Pwnp Station
Scope of Services:
Pacific Panel and Steel Truss, Inc. (PPST) will provide the following:
(1) Alpine TrusSteel Cold Formed Steel Trusses, including hold downs, truss to truss
cOlmectors, and material for truss web member bracing, specifically as required by
Alpine tmss engineering
Tmss Layout, Shop Drawings, Truss Engineering
Engineering by Alpine Stmctural Consultants, Inc. (A.S.C.) for bridging, blocking and
bracing. Includes mateIial for same.
(4) Consultations as required via conference calls
(5) Shipping
This proposal specifically does not include the following:
(I) Sales tax, if applicable
(2) Off loading and/or setting of trusses
Schedule: We are prepared to start on this project after acceptance ofthis offer and receipt of
design/engineeling payment. NO work will be scheduled until after ALL approvals have been received.
Any changes after approval will result in delays and extra charges. PPST will not be responsible for any
expenses incurred by contractor due to delays.
Project: Bremerton Pump Station
(2)
(3)
]Lead Time: Minimum (4) week lead time is required for delivery AFTER the approval of shop
drawings. No work will be scheduled until all dimensions and details are finalized, signed and
approved, including this signed proposal received. Any changes after approval will result in delays and
will be rescheduled by PPST and will result in additional charges. .
Design Criteria: Roof trusses designed at 24" O.c. with loads figured as TeLL 30 lbs. psf; TCDL 10
lbs. psf; BCDL 10 lbs. psf; Winds @ 90mph, ASCE 7-02, Exp. C, Cat. II.
*** Proposal Notes***
Complete Plans and Specs are required.
Price reflects the load 011 the trusses as denoted 011 the information/plans received. Any other loads
which may be imposed on the trusses will require additional design and engineering and may require
material upgrades as well, all of which will increase the cost. Price reflects information as we have
received as of this date. Any change to [mal plans fi:om this information may change price accordingly.
1509 "8" N.E. 106111 Strecl- Vancouver, WA 98686 - (360) 213.1600 - FAX (360) 213.1601 - Toll Free 1-866-316-7778
E-mail: info@paciJicpanelstecllruss.com www.pacificpanelsteeltruss.com
Chord and web size and thic1messes have been computer generated to meet the loads as provided to us.
Chord thickness will vary from 28 mil to 54 mil as required.
Attachments included herein for your reference are the following items: Layout
Note: Supplying trusses for this proiect are also subiect to the following:
Steel Prices: This price is good for 30 days. Any increase in steel prices may affect this bid price.
Approvals: Customer is to verify and approve roofIayout, truss profiles, all counts, dimensions and conditions prior to
manufacturing and return said approvals to us in writing.
Listed Items: Price is based on listed items only in this proposal. Any alterations or deviations that require additional costs
will require a written and signed/approved Change Order for the amount of tile additional charges, including alterations or
extras deviating from the layout as approved.
Shippinl!/Deliverv: Mainland Deliveries: Trusses will be delivered to the safest accessible location, nearest to job site.
Trusses are F.O.B. trailer deck. Contractor to make all arrangements to unload the trailer at job site. No boom service is
included. Adequate space for unloading is required. Bid price inclusive of shipping refers to ajob complete shipment and
one time drop, with two (2) hours allowed per trailer. This includes time accessing job site, stand by time and unloading.
Additional trips and/or unloading time will be billed at cost, plus 20%. In the event a different loading pattern of the trusses
is required by you [rom our normal and standard loading procedures, an additional labor charge will be added.
Hawaii Shippine:: Trusses will be shipped in container(s) best suited to the size and configuration of the trusses. Contractor
to make all arrangements to unload said container(s) at the job site. No boom is service is included. Bid price inclusive of
shipping refers to ajob complete shipment. In the event a different loading pattern of the trusses is required by you from our
normal and standard loading procedures, an additional labor charge will be added. Bid price inclusive of shipping also means
each and every container will be filled to capacity. Partial loads requested by customer will incur additional shipping
expenses. Customer has ten (i0) days to unload container and return to shipper or an additional charge of$50.00/day will be
charged by shipper and customer agrees to pay said charges.
TaxeslFees: All government (city, county, state and federal) fees and taxes, including sales tax if applicable are the
responsibility of the acceptor.
Repairs: Additional charges wiII be made for truss repair in the field, should it be necessary, due to damage by purchaser or
purchaser's suh-contractor( s).
Retention: None allowed.
Purchase Order: In the event a formal purchase order is issued to us, this proposal is considered to be made a part of said
purchase order. In the event of any contradictions between this proposal and said purchase order, this proposal shall prevail.
,CommunicationlInformation: Information required by us intended to verify or confirm any certain situation and which
necessitates a written response fi'om you which is transmitted in any form, i.e. fax, e-mail or US mail will be assumed to be
,correct by us unless a written correction is received by us from you in a timely manner.
,Credit: In order for credit to be granted our credit application will need to be completed including the required personal
guarantee from an owner/corporate officer. Customer is responsible for initiating and asking for the credit approval process
to begin. You will be advised by us if credit is approved. If approval is granted your contract balance of 50% of the total
,contract will be due net IOlh of the month following delivery. If credit is denied or no application is made the contract
balance of 50% will be due COD (or pre-paid in the event of shipping outside of the contiguous 48 states).
Past Due Accounts: Customer will be responsible to pay any and all expenses incurred in collecting past due balances.
Finance Charl!es: A finance charge at the annual percentage rate of 18% per annum (monthly rate is 1.5%) or the highest
rate permitted by law to be applied on all past due accounts and will be added to the account monthly thereafter until paid.
On Site Meetinl!s: On site meetings are not covered herein and may be billed at the standard rate per hour portal to pOlia!.
Delav/Challl!e Schedule: In the event there is a delay or change to the schedule on the project for which this order is
intended and purchaser wishes to delay the delivery ofthis order from the original schedule provided to us, we may at our
option bill the entire order and be entitled to payment in full. Purchaser may at his option send a representative to our
production facility for verification that the order is complete and ready to ship.
Proe:ress BilIine:s: Progress billings will be made and are approved by you in the event we are asked to deliver trusses in
less than the full order.
Siddinl! Process: A complete set of plans and specifications are required for accuracy. Ifa complete set of plans and specs
are not received at time of bid, this price is subject to change.
1509 "B" N.E. 106111 Street - Vancouver, WA 98686 - (360) 213.]600- FAX(360)2i3:.:r60C:"'TolI'Free I'~86(}:':3t6~7778..
E-mail: info@pacificpane]steeJtruss.com www.pacificpanelsteeltruss.com
Confidentialitv: This proposal is intended for the strict confidential use ofthe above named contractor and PPST. Any
duplication or retransmission ofthis proposal or its contents with out PPST's written approval may result in legal action.
Suitability: Light gauge steel trusses are designed as individual structural building elements, not as roof or floor systems.
The suitability and use of the components provided for in this building design is the responsibility ofthe building designer,
owner or contractor. (See ANSI/TPll-1995 Section 8.1.5 adopted by ICBO, SBCCI or BOCA.) The building designer,
owner, contractor and/or truss installer shall specifY permanent lateral bracing where indicated by the truss designer on the
truss design drawings to prevent buckling of the individual truss members due to design loads. The building designer shall
specify how the permanent lateral bracing is to be anchored or restrained to prevent lateral movements if all truss members,
so braced, buckle together. This shall be accomplished by (a) anchorage to solid end walls; (b) permanent diagonal bracing
in the plane of the web members; or ( c) other means when demonstrated by the building designer to provide equivalent
bracing. (See AN slrrp I 1-1995 Section 8.1.5 adopted by ICBO, SBCCI and BOCA.) The general contractor, builder,
and/or installer shall comply with the field storage, handling, installation, permanent bracing, anchorage, connections and
field assembly requirements of the construction design documents. (See ANSIITPI 1-1995 Section 8.1.5 adopted by lCBO,
SBCCI and BOCA.) The general contractor, builder, and/or installer shall determine and install temporary bracing for the
structure, induding the trusses. (See ANSI/TPI1-1995 Section 8.1.6 adopted by ICBO, SBCCI and BOCA.)
Fee: Price $6,480.00. Payment to be as follows: Payment of25% for design/engineering is due upon
acceptance and with purchase order, 25% due upon approval of shop drawings and prior to material
order, and the balance COD or Pre-Paid unless credit established; then Net 10th of month following
delivery.
Please consider and advise us on alljob site conditions:
Delivery vehicle, truss size, job site access, job site space, overhead wires, traffic and any possible unsafe conditions.
Thank You for your assistance in scheduling your safe, on time delivery.
Please sign, date and provide an estimated delivery date and fax to 360-213-1601.
No lI'ork will be scheduled until a siglled alld completed propositl/UIS beell received.
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard
practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written
orders and will become an extra charge over and above this bid. All agreements contingent upon strikes, accidents or delays
beyond our control. This proposal is subject to acceptance within 30 days and it is void thereafter at the option of the
undersigned.
1hf?v,~
Gary W. Derr
Pacific Panel and Steel Truss, Inc.
Designer
Authorized Signature
Date:
(I have read, acknowledged and approve all terms and
conditions of this proposal)
Authorized Name:
(Please Print)
Estimated Delivery Date:
(adequate lead time is required)
1509 "B" N.E. 106'11 Street - Vancouver, WA 98686 - (360) 213-1600 - FAX (360) 213-1601 - Toll Free 1-866-316-7778
E-mail: info@pacificpanelstceltruss. com www.pacificpanelsteeltruss.com
SW BREMERTON RES. SEWER EXT. PUMP STATION
BRErvlERTON f \;JR
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PaciFic Panel & Steel Truss? Inc.
1509 B NE 106th St.
Vancouver, WA 98686 ,
P.360.213.1600 F.360.213.1601
10-12-07 Job # 07088
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Contract Number:
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Comments:
4744
PIVETTA BROTHERS CONSTRUCTION INC
SW Residential Sewer Extension Pump Station (SB-1)
Engineering
LEG 12-1
07/22/2008
07/15/2009
06/01/2009
Notice to Proceed dated 12/10/08
Completion 180-210 days from 12/15/08
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AGREEMENT
SECTION 00500
THIS AGREEMENT is dated the 2-Z",- 0{ day of J--> ty
by and between City of Bremerton (hereinafter called OWNER) and
p;ve..H.. 'B,f'l:>~S GV'-s.J.,v,,-h~.... (//Ie..
(hereinafter called CONTRACTOR).
in the year 2008
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK.
CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract
Documents entitled SW Bremerton Residential Sewer Extension Pump Station (SB-1).
ARTICLE 2. CONTRACT TIMES.
The WORK shall be completed, to Substantial Completion within 180 calendar days from the
date of Notice to Proceed, and to Final Completion within 210 calendar days from the date of
Notice to Proceed. Time is of the essence as to each and every Milestone set forth in this
agreement. This provision has been specifically negotiated. See SC 12.02 for further
reference.
ARTICLE 3. LIQUIDATED DAMAGES.
OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and
that the OWNER will suffer financial loss if the WORK is not completed within the time
specified in Article 2 herein, plus any extensions thereof allowed in accordance with Article 12
of the General Conditions and Supplementary Conditions. They also recognize the delays,
expense, and difficulties iRvolved in proving in a legal proceeding the actual loss suffered by
the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such
proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but
not as a penalty) the CONTRACTOR shall pay the OWNER $1,000 for each day that expires
after any of the times specified in Article 2 herein for completion of any of the phases of work,
Substantial Completion and subsequently for Final Completion of the WORK, and all fines
levied against the City.
ARTICLE 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the
Contract Documents in current funds the amount set forth in the Bid Schedule(s).
ARTICLE 5. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the
,,: , j~'General Conditions. Applications for Payment will be processed by ENGINEER as provided in
the General Conditions. '
.
Co tractor Initials
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City of Bremerton
SW Bremerton Residential Sewer Extension Pump Station (SB-1)
AGREEMENT
PAGE 00500-1
ARTICLE 6. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER and
CONTRACTOR concerning the WORK consist of this Agreement (pages 00500-1 to 00500-3,
inclusive) and the following attachments to this Agreement:
o Notice Inviting Bids (pages 00030-1 to 00030-5, inclusive).
o Instructions to Bidders (pages 00100-1 to 00100-6,inclusive).
o Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid
Bond, and all required certificates and affidavits (pages 00300-1 to 00300-17,
inclusive ).
o Performance Bond (pages 00610-1 to 00610-2, inclusive).
o Payment Bond (pages 00620-1 to 00620-2, inclusive).
o General Conditions (pages 00700-i to 00700-77, inclusive).
o Supplementary General Conditions (pages 00800-1 to 00800-1, inclusive).
o Technical Specifications consisting of 13 Divisions and 494 pages.
o Drawings consisting of 40 sheets, as listed in the Sheet Index.
o Addenda numbers
to L ,inclusive.
o Change Orders which may be delivered or issued after Effective Date of the Agreement
and are not attached hereto.
There are no Contract Documents other than those listed in this Article 6. The Contract
Documents may only be amended by Change Order as provided in Paragraph 3.04 of the
General Conditions.
ARTICLE 7. INDEMNIFICATION.
The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the
following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR
specifically waives his immunity under industrial insurance under Title 51 RCW. The
CONTRACTOR and OWNER acknowledge and agree to the requirements for
indemnification in Section 00800 SC-6.20. The provisions of this article shall survive the
termination or expiration of this agreement.
City of Bremerton
SW Bremerton Residential Sewer Extension Pump Station (SB-1)
AGREEMENT
PAGE 00500-2
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ARTICLE 8. ASSIGNMENT
No assignment by a party hereto of any rights under or interests in the Contract Documents will
be binding on another party hereto without the written consent of the party sought to be bound;
and specifically but without limitation monies that may become due and monies that are due
may not be assigned without such consent (except to the extent that the effect of this restriction
may be limited by law), and unless specifically stated to the contrary in any written consent to
an assignment, no assignment will release or discharge the assignor from any duty or
responsibility under the Contract Documents. The OWNER, in its sole discretion, may refuse
to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities
under the Agreement, except with regards to an assignment of funds for security purposes. In
the case of an assignment for security purposes the OWNER may condition its approval to the
extent it deems necessary to assure that there will be adequate funds to complete the WORK
and to pay a subcontractors and suppliers.
OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect of all covenants, agreements and obligations contained in the
Contract Documents.
IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be
executed the day and year first ove written.
co~W~:lJ~r~'Ws. CONSTRUCTION, INC.
By
\ By ~"t I#:!~'
. " [CORPORATE SEAL]
Allest \ DC'n ~ ^" '.J?
Attest
Address for giving notices
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Address for giving notices
License No. ~\.\~ D63B=\
Agent for service of process:
(Title)
Pivetta Brothers Construction, Inc.
PO Box 370
1'812 Pease Avenue
Sumner, WA 98390
City of Bremerton
SW Bremerton Residential Sewer Extension Pump Station (SB-1)
AGREEMENT
PAGE 00500-3