HomeMy WebLinkAbout5408 Contract Number: 5408
Vendor: LAKESIDE INDUSTRIES, INC
Subject: Pavement Preservation Project - Overlay
Department: Engineering
File Class: GS55-05A-06 Rev. 1 Capital Assets (Real Property)
Begin Date: 8/28/2014
End Date: 11/1/2014
Review Date: 11/1/2014
Vault Date: 2015
Comments: CO #2 6/25/15
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AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
SUBJECT: Approve Change Order No. 2 for Study Session Date: July 22, 2015
Pavement Preservation Project with COUNCIL MEETING Date: August 5, 2015
Lakeside Industries Department: PW& U
Presenter: Knuckey
Phone: 473-2376
SUMMARY: The Pavement Preservation Project constructed an overlay of Trenton Avenue between
Cascade Trail and Holman Street, and on Marine Drive between Kitsap Way and Dora Avenue. The
project was initiated in 2014 but completed in 2015 since the paving could not be completed during
the winter months. Due to the deteriorated condition of the existing surfaces, additional materials
were used beyond bid quantities. This proposed Change Order reconciles final quantities used with
the project, and addresses the additional necessary work.
ATTACHiVIENTS: 1) Council Summary; 2) Change Order Form and Documentation
FISCAL IMPACTS (Include Budgeted Amount): The costs are included in the 2015 budget.
STUDV SESSEON AGENDA: 0 No Presentation ❑ Full Presentation
STUDY SESSION ACTION: B Consent Agenda ❑ General Business ❑ Public Hearing
RECOMMENDED IVIOTION: Move to approve Change Order No. 2 with Lakeside Industries for the
Pavement Preservation Project and authorize the Mayor to finalize and execute the agreement with
substantially the same terms and conditions as presented.
COUNCIL ACTION: [�J Approve ❑ Deny ❑ Table ❑ Continue
❑ No Action
Form Updated 01/07/15
CI�Y OF �REiViERTON
CHANGE ORDER
CONTRACT CHANGE ORDER NO: OOZ CIOSe OUt
PROJECT NAME: Pavement Preservation Project
PROJECT NO: 4297 CONTRACTOR: Lakeside Industries Inc.
ORIGINAL CONTRACT AMOUNT: $259,928.27 DAYS: 30
PREVIOUSLY APPROVED CHANGES: $44,778.21 DAYS: 30
THIS CHANGE: $26,094.90 DAYS: 0
REVISED CONTRACT AMOUNT: $330,801.38 DAYS: 60
This Change Order covers changes to the subject contract as described herein. The Contractor shall
construct, furnish equipment and materials, and perform all work as necessary or required to
complete the Change Order Items. The increase or decrease in contract price shown below includes
any applicable taxes.
DESCRIPTION OF CHANGES INCREASE IN (DECREASE) CONTRAC
� � CONTRACT IN CONTRACT T TIME
.- .- AMOUNT AMOUNT EXTENSIO
°' °' ($) ($) N (DAYS :)
� �
� �
X This change order comprises the additional repair work that was $ 26,094.90
required around the ADA ramps and storm structures on
Trenton Ave Schedule B and Marine Drive Schedule C. In
Schedule B there were twenty bid items and Schedule C there
are 17 bid Items for the project and tax ru1e170 applied. To
insure a quality product, additional patching and Additional Fiber
Reinforced HMA was required beyond what is included in the �
contract documents. Complication with Field fitting the ADA
ramps on Cascade Trail required additional effort and design by
the Contractor on Trenton Ave. Please see the attached
documents for description and details.
NET CHANGE IN CONTRACT AMOUNT $26,094.90
INCREASE OR(DECREASE)
REVISED CONTRACT AMOUNT $330,801.38
ESTIMATED SALES TAX AT 8.7% NA
(NA)
TOTAL INCLUDING SALES TAX $330,801.38
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.
CONTRACT CHANGE ORDER NO: 'I
PROJECT NAME: Pavement Preservation Project - Overlay
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.
CONTRACTOR ��
��1�ES�AE ,1N,�i,(S�'��S'
Approved: � DATE: � ZS ��
PROJECT MA GER
Recommende � DATE: ��//-�
CITY ENGINEER �
Council action is required as project cost will exceed approved budget. ■ Yes ❑No
Council action is required as change e�ceeds Mayors authority per BMC 2.76.110. ■ Yes ❑No
Recommend . DATE: ���1
DIRECTOR OF PUBL WORKS AND UTILITIES
Recommended: DATE: � �
MAYOR
Approved: � DATE: � �7 �s
APPROVED AS TO FORM: ATTEST:
�
Bremerton City tor ey City Clerk
Page 2 of 2
Change Order Exhibit
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PUBLIC WORKS 8 Utilities Engineering Division �
� CHANGE ORDER 2
Project Name:Pavement Preservation Project-Overlay Date 18-Jun-15
Contractor Lakeside Industnes,Inc. ConiraccNo a29�
DESCRIPTION OF CHANGE
You are hereb re uested to com I with the followin chan es from the contract Plans and s ecifications:
Such work will be compensated by:check one or more of the following as applicable[X]Increase or[X]Decrease in bid items;[X]Force Account,
Ne otiated Price: The described work affects the existin contract items andlor adds and/or deletes bid items as follows
Bid Item Description
SCH B Minor Changes and Force Account-was more than antiapated. Compl�cation with Field fitting the ADA ramps on Cascade Trail reqwred addihonal effort and
design by the Contractor As such line item 81 needs to increased by$6,083 26(please see that attached Force Account tracking sheet for details)
B2 SPCC-was not needed for this Schedule B work. As such a credit of 5250 00 is needed to ciose the contract.
B5 Roadside Cleanup-was not needed for this Schedule B work. As such a credit of 31 00 is needed to close the contract
B6 Crushed Surfacing Top Course-Additional roadway patching and ad�ustments were more than anticipated As such line item B6 needs to increased by 6 tons
for additional ad�ustments or$858.00.
Fiber Reinforced HMA CL 1/2 In -total tonnage(TN)was more than the esbmated quantity. The uneven existing conditions of the road profile reqwred
B7 additionai matenal to fill the low spots within the travel lane and the flat spots at the crown of the road of the existing surface.As such an increase from 435 tons
to 495 6 added 60.6 tons or$6,090.30 to close the contract.
Commercial HMA-total tonnage(TN)was more than the esUmated quantity. Additional matenal was needed to repair damaged sections of the road patch
B8 around the ADA ramps and storm structure that were not accounted for within the contract. As such an increase of 30.4 tons or$11,628.00 is needed to close
the contract.
B9 Crack Sealing-was not needed for this Schedule B work. As such a credit of$1,000 00 is needed to close the contract.
B10 Planning Bituminous Pavement-was under the estimated quantity As such a credit of 51,222 86 is needed to ciose the contract.
B11 Ad�ust Manhole-totaf manholes needed were slightly more than anticipated. As such line rtem B11 needs to increased by 2 EA or$1,614.00.
B12 Ad�ust Catch Basin-total catch basins needed were more than anticipated As such line item B12 needs to increased by 6 EA or$4,620.00
B13 Replace Catch Basin Frame and Grate-total CB Frame and Grates needed were slightly more than anticipated. As such line item 813 needs to increased by 3
EA or$1,413.00
B14 Concrete Inlet-was under the estimated quantity As such a credit of$865.00 is needed to close the contract.
B15 Ad�ust Valve-was slightly under the estimated quantity. As such a credit of�432 10 is needed to close the contract
SCH C Minor Changes-Additional Striping to re channelize the intersection of Kdsap way and Manne Dr.was directed by the City As such line item C1 needs to
increased by$749.00.
C2 SPCC-was not needed for this Schedule C work. As such a credit of$250 00 is needed to close the contract
CS Roadside Cleanup-was not needed for this Schedule C work As such a credit of 31 00 is needed to close the contract
C6 Crushed Surfacing Top Course-Additional ad�ustments were less than anticipated As such a credit of$5,380 83 is needed to close the contract.
�� Fiber Reinforced HMA CL 1/2 In -total tonnage(TN)was more than the estimated quantity As such an increase of 4.44 tons or$555.00 is needed to close the
contract.
C8 Commercial HMA-total tonnage(TN)was more than the estimated quantity. As such an increase of 8 28 tons or$4,827.24 is needed to close the contract.
CS Crack Sealing-was not needed for this Schedule C work. As such a credit of$1,OU0 00 is needed to close the contract.
C10 Planing Bituminous Pavement-was under the estimated quantity. As such a credit of$335 11 is needed to close the contract.
C11 Ad�ust Manhole-total manholes needed were slightly more than anticipated As such line item C11 needs to increased by 1 EA or$797.00.
C12 Ad�ust Catch Basin-was not needed for this Schedule C work As such a credit of$1,950 00 is needed to cfose the contract.
C13 Ad�ust Valve-Additional ad�ustments were less than anhcipated As such a credit of 5452 00 is needed to close the contract.
6l25/2015 Page 1
Change Order Exhibit
Item No Oescrip6on FOe�NCD C � Oly Unit 3 Cwt Per Unit S Cost Net$Cost Ad�Days
7 SCH g Force Account Est for Broken Storm Est Ong.. 1501 Ton $1 00 $1,501 00:;';::�;;�'`;<•:::; .:::•;::.,;�::,;::,:
Pi e Rev. 758426 Ton $1 00 $7.584 26 $6,083.26 0
2 SCH(B)Bid SPCC Plan Ori 1 LS $250 00 $250.00':�.;::::'•;.;_�:;':,;::.:"':�::•:;?::�:
Item B2 Rev. 0 LS $250.00 $0.00 (5250 00) 0
3 SCH(B)Bid Roadside Cleanup Est Ori 1 Est. $1.00 $1.00 r::':.:;:;;�:::,:��;�•:•:�::�:•:;:'<•`:
Item BS Rev 0 Est $1.00 $0.00 ($1 00) 0
SCH(B)Bid On 138.05 Ton $143.00 $19,741.15��='•��'.:;";:::•::;::`'::>�-�,:.::.
4 Item B6 Crushed Surtacing Top Course Rev 144 OS Ton �143.00 $20,599.15 3858 00 0
S SCH(B)Bid Fiber Reinforced HMA CL 1!2 In PG 64- On 435 Ton $100.50 $43,717.50:':�:..•;=�::::���:.;��::";. ::.:�:..;' :
Item B7 22 Rev. 495 6 Ton $100.50 549,807 80 $6,090.30 0
6 SCH(B)Bid Commercial HMA On 81 81 Ton $382 50 $31,292.33 •��.=.�'�:;:`"'::;��:::;;�:>��:"::.':.:.
Item B8 Rev. 112.21 Ton $382 50 542,920 33 $11,628.00 0
SCH(B)Bid Ong. 1 Est. $1,000.00 $1.000.00';:.>:;:`.'`•:.:;�;;.'::::;::��:�;:;�::�.;;�
� Item gg Crack Sealing Est Rev. 0 Est. $1.000 00 $0.00 (�1,000 00) 0
8 SCH(B)Bid planmg Bituminous Pavement Ong. 2023 SY $6 87 $13,898 01 :�:'::;:'::•:'::::::.,;�:;> :�:`��
Item B10 Rev 1845 SY $6 87 $12,675 15 ($1,222 86) 0
9 SCH(B)Bid Ad�ust Manhole On 4 EA 5807 00 $3,228.00;::�': :��':�:���:;;::�;��`� <••:::;; ::
Item 611 Rev. 6 EA 5807.00 $4,842.00 $1,614.00 0
SCH(B)Bid Ong. 3 EA $770.00 $2,310 00 �.�:;::::;::�;:;::z�::'r:;;:�':::`.;:�:.>?;':;-
�� Item B12 Ad�ust Catch Basin Rev. 9 EA $770.00 $6,930 00 $4,620.00 0
�� SCH(B)Bid Replace Catch Basin Frame and Grate Ong 11 EA $471.00 $5,181 00�::::,�;���:;;;'�:;;:��::;.:;:�:::::;:.>�.,':':
Item B13 Rev 14 EA $471.00 $6,594.00 $1,413.00 0
�z SCH(B)Bid Concrete Iniet Orig. 2 EA $865.00 �1,730.00;�;;:•';;:<:;`?�:'�•::;�-":�'•:` "
Item B 14 Rev. t EA $865 00 $865.00 ($865 00) 0
13 SCH(B)Bid Adjust Vaive Ong. 11 EA $432 10 $4,753.10';%:�;:;:';;"��::::�::%;::;':.>::;':::::.:
Item B15 Rev. 10 EA $432.10 $4,321 00 (5432.10) 0
i4 SCH C Minor Change Est Orig. 1 Est. $7 00 $1.00'":::::�:::���;:?`::`:':<':�:":;':�:;`
Rev. 750 Est. $100 $750.00 5749.00 0
14 SCH(C)Bid SPCC Plan On 1 LS $250.00 $250.00;::::;;:�:.;'�.'::-.::::::•<:.�;';:;�-.',;:;
Item C2 Rev 0 LS $z50.00 50.00 ($250 00) 0
SCH(C)Bid On . 1 Est. $1.00 51 00 `...�:.:.:::;'�`.:::�:.;:::?:: �:.. ..:
15 Item CS Roadside Cleanup Est Rev 0 Est $1.00 $0 00 (�1.00) 0 .
16 SCH(C)Bid Crushed Surtacing Top Course Orig 79 Ton $189 00 $14,931.00•:�:?;::::':::::;:;':;;:�;;;.'•<:;;�<;:::�
Item C6 Rev 50.53 Ton $189 00 $9,550.17 (S5,380.83) 0
�� SCH(C)Bid Fiber Reinforced HMA CL 1/2 In PG 64- On 330 Ton $125.00 $41,250 00-':':�;::::;;:?::::;:<:;;';:`.:':;.:::�'.:;;::::
Item C7 22 Rev 334 44 Ton $125.00 $41,805 00 5555.00 0
�$ SCH(C)Bid Commercial HMA Ong. 43 31 Ton $583.00 $25,249.73 ;�.::::�;:?��:•::;�:"`•;'•::::;::::��:��::=�
Item C8 Rev. 51.59 Ton $583 00 $30,076.97 $4,827.24 0
SCH(C)Bid Ori . 7 Est. $1,000.00 $1.000 00 :..:=�:':;.•::�:�.:e��=;;: .':`�:"'�:
19 Item C9 Crack Sealing Est Rev 0 Est $1,000 00 $0.00 (�1.000.00) 0
SCH(C)Bid Orig 786 SY $10 81 $8,496 66:�:'�: "�����`�� `• �
20 Item C10 Planing Bituminous Pavement Rev 755 SY $10.81 $8,161.55 ($335 11) �....0....
SCH(C)Bid Orig. 2 EA $797.00 $1,594.00'•::;;�.:�"�::;:::;,":..::;r..;::;�'.
Z� Item C11 Adjust Manhole Rev. 3 EA 5797.00 $2,391.00 $797.00 0
SCH(C)Bid Ori 3 EA $65000 $1.950.00 :��:;:;:;:•.:•,":::,-::;;;;:::-:;';�;;;:::.,;
20 Item C12 Ad�ust Catch Basin Rev. 0 EA $650.00 $0.00 ($1.950 00) 0
SCH(C)Bid Ong 4 00 EA $452.00 $1,808 00;`;:;:::>;�''•��::�:;::;::::�• ':;'•.
Z� Item C13 Ad�ust Valve Rev 3.00 EA $452.00 $1.356 00 (5�52 00) 0
$26,094.90
ORIGINAL CONTRACT CURRENT Est Net Change This Total Change Orders,Including Est Contract after this
CONTRACT Change Order This One Change Order
$259,928.27 $304,706.48 $26,094 90 $70,873 11 $330,801.38
DAYS' 60 DAYS: 60 DAYS: 0 DAYS. 0 DAYS 60
All worlc,matenals and measurements to be m accordance with the provisions of the original contract and/or the standard specifications and special provisions for the
type of construction involved The payments and/or additional time specified and agreed to in ihis order include every claim by the Contractor for any extra payment or
extension of time wdh respect to the work descnbed herein,including delays to the overall pro�ect
APPROVED BY:
SIGNATURE: ATE:
REPRESE .
.���3 `
CO TRACTOR
i � '{ / / � Z$ !�
CITY APPROVAL '
6/25/2015 Page 2
� Farc� Account Tracking
Pro ect Name: Pevement Preservation-Overla ProJect#: �s294
Item#: Fed Ald#:
Date: s19/2015
Descrtpt(on of Work: Trenton Avenue ADA Rem s
Prlme Contractor: Lekeside Industries Sub Contraator: Primo Constructi�n
Date of Service Dollar
Name Occu at:on Rate 5/5/2015 5/6/2015 5/7/2015 5,'11/2015 Total Hours Amoun:
Ro Bal(ou Cer entedForman S 62.71 7 3 4.5 2.0 16.5 S 1,034.72
Matthew Malcolm Laborer S 49.35 7 3 4.5 2.0 16.5 5 814.28
s os
s • o � -
Subtotal Labor S 1,848.99
Lebor Overhead 8 Profit�29°h $ 536.21
Labor To1ol S 2,388.20
Dollar
E ui ment or Atta�hmen's Rate 5J512015 5/BJ2015 5I712015 5J1112015 5!1212015 Total Hours Amount
Chev.3500 Flst Bed Truck#96 S 24.80 7 0 0 2 1.5 10.5 5 260.40
Stlhl Concrete Saw $ 10.00 1 0.25 1.25 S 12.50
3 0 0 S -
Subtotal Equipment S 272.90
Eoulpment Overhead 8 Profit n�21% S 57.31
Equlpment Tolal 5 330.21
Materials Involce Re ulred Unl; Price 5l5/2015 Total Amount
Concrete 8 SK CY $ 101.SD 1.5 1.5 S 152.25
ADA Mats EA g 175.00 2 2 S 350.00
0 S
Subtotal Meterial S 502.25
Pdaterials Overhead 8 Proft o�21°/a S t05.47
Matarials Total S 807.72
Ver tian: Total S 3,323.13
C, �
,. ` �5 9heet Total $ 3,323.13
t ctor's e�presental� ate
� 1 %� 6/19/2015 Prime Merkup or Subcontractor
� � • /��I � �Z°io <SZ$.���
Owners Represen;ative Date 104'0 $25.000 to S'OO,C�O
7°n >5100,OOQ
Pay Estimate Entered: I(checked this�,vor<in ir d�spute. By s�gninC this form
Date: oar:los are agrse:ng to tha timo ana etfort needed to
By: accomplish Ihe tas't XXXX to 5e determined at a later date.
� Force Account Tracking
� .
Pro eCt Name: Pavement Preservatfon-Overla ProJect#: 4294
item#: Fed Ald#•
Date: 6/9/20�5
Descriptlon of WorK: Trenton Avenue ADA Ramps
Prlme Contractor: Lakeslde Industries Sub Cantractor: Primo Constructlon
Date of Service Dollar
Name Occu atlon Rate 5/5/2015 5!]/2015 5!9/2015 5�11l2015 5i1212015 Total Hours Arnount
Geor e Peabatl Fo.�eman 0 erator S B2.71 5 3 2 10 S 827.10
AI Gearllech Fta er 5 41.92 2 2 2 2 B � 335.38
Jared Brid es Laborer S 49.35 2 2 5 98.T0
Helert Klmse Fle er 5 44.79 2 2 2 2 8 $ 358.32
3 0 "a
Subtotal Lebor $ ?,4t9.46
Labor Ova�haed 8 Profit Q 29°,6 p 471.65
Labor Total 5 1,B31.13
Dollar
E ui ment or Attochments Rate 5/5/2015 5/8/2015 5/11i2015 5.!1ZI2015 Totel Hours Amount
Fora F-250 6.4L Dfesel 2008 $ 24,80 5 3 2 10 5 z4a.00
John Deere Backhoe 410 $ 34.80 2 0 0 2 5 69.60
Dum truck Foro F450 Dfesel#18013 with Driver' $ 110.Oa 0 2 0 2 S 220.00
Trafiic control Uuck#12462 $ 24.80 0 0 2 2 4 $ 99.20
3 0 0 0 0 S -
Sudtc;al Equipment S 536.80
Equlpment Overhead 8 Profi�@ 21`h 5 133.73
Equlpment Total S 770.53
Materlals Invaico Ra ulred Unit Price 5/5J2015 Total Amount
CY S
S
Subto[al Materials 5
Mater!als Overhead 8 Profi;Q 21`,•0 'a -
Materlals Total 5 -
Veri ion: Total 5 Z.o'0'I.66
Pnme Alarkua c�SubConlraC!o!(Primo) 5 607.72
,� / � � Shoet Total 5 3,2Q9.38
o_�y� or's ep t tr Date
���,� �� l�e7�'r► 6/19/2015 Prime Markup on Subconcractor ;
12°�0 �525,000 Totat fcr Tracked Force Account 5 5,532.51
Ownefs Rep�esentative Dale 10°6 S25.OJ0 Eo S i00.OD
7% >5100,000
Fay Eslimata Entered: If checked thls wo�lc,n�r dispute By signing th�s form
Date: partlee are agreeing to the;ima ana eHort neecea;o
B : accom lish tho task XXXX to he determined a:a la!er date.
Contract Number: 5408
Vendor: LAKESIDE INDUSTRIES, INC
Subject: Pavement Preservation Project - Overlay
Department: Engineering
File Class: LEG 12-1
Begin Date: 8/28/2014
End Date: 12/31/2014
Review Date: 11/1/2014
Vault Date: 2015
Comments: CO #001 4/28/15
, .
CITY OF BREMERTON
CHANGE ORDER
CONTRACT CHANGE ORDER NO: OO'I
PROJECT NAME: Pavement Preservation Project
PROJECT NO: 4297 CONTRACTOR: Lakeside Industries Inc.
ORIGINAL CONTRACT AMOUNT: $259,928.27 DAYS: 30
PREVIOUSLY APPROVED CHANGES: 0.00 DAYS: 0
THIS CHANGE: $44,778.21 DAYS: 0
REVISED CONTRACT AMOUNT: $304,706.48 DAYS: 30
This Change Order covers changes to the subject conhact as desc�ibed herein. The Contractor shall
construct, furnish equipment and materials, and perform all work as necessary or �equired to
complete the Change Order Items. The inc�ease or decrease in contract prioe shown below includes
any applicable taxes.
DESCRIPTION OF CHANGES INCREASE IN (DECREASE) CONTRAC
A A CONTRACT IN CONTRACT T TIME
AMOUNT AMOUNT EXTENSIO
� � ($) ($) N(DAYS:)
� �'
X This change order comprises the additional repair work that was $ 44,778.21 p
required on Tr�enton Ave Schedule B and Marine DRve Schedule
C. In Schedule B there were twenty bid items and Schedute C
there are 17 bid Items for the project and tax n�le17Q applied.
To insure a quality product,additional patching was raquired
beyond what is included in the contract documents and a
unexpected section of storm pipe was replaced as it was broken
and needed repair on Trenton Ave. Please see the attached
documenls for descripiion and details.
NET CHANGE IN CONTRACT AMOUNT $q4,�7g.2�
INCREASE OR(DECREASE)
REVISED CONTRACT AMOUNT $304,706.48
ESTIMATED SALES TAX AT 8.7% NA
(NA)
TOTAL INCLUDING SALES TAX a304,706.48 30
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 Orde�shall limit the City's right to bring a claim for
past performance.
. .
cro��a�r�n
�._�_......_..__.�.___..
�
PUBUC VYORKS 8 Utilitles Enginooring Qivisinn I
� Cf WiGE ORDER �
Pro�ect Name:Pmoment Pnnservatlon Pro{cet-Overlay pam:14-Apr-15
Contndnr:lakeside Irulusfrins.lrtc. c:mm�t nm.:e�7
UkSCWF'IION OF CHANGt
You a�e hereb uestcd to com qnlh Ihe folornn (ram Iho aonlraU P6rtv and ficlm�u:
Sud�vwrk w71 be compensated by:�Jmck one or moro oF Ihe foi�wing ns opptlrah�[7(�Ircreatse a� �Decneaw in b�d Itoms;(X�Fo�e Aaorml;
linted Pr�e: 1'ho descrlbnd xork aftect5lhe o:istl wntratl Ile�ro endlor adds a�lor debtes bIU Items oS tppuws:
B�u 6em Dascilvtlon
�M lB? tw en inspeclion of Uw aites Dy Ihe City an0 Um Con6aclw.it was delertni�d Unl adddionol Cnshed Sutlxin To Cowse wo�dd bo nesled to
&g�' mwLilo Ihe Ihe rCpait work b iRvue a p�nity finisMed produeL.Thm has inaease Ud9 pid i4an Ip 519.74115 p
�H��) fter nn Insp[wimn o11he sifes by Ihu Ciry&M the Controctor,il has heen deOBrminod th�t Corteneidal HMA neetls ro De InCrCas�tp eDCprnmodate Ihe
ee� reDair wp�t Ip i�uu�a e qua6ry flNshed podud..Th�Aas irxroase tl�fs trid ilem Ic S3t.29293
scti(cl �r������Ihe sites hy me Ciry and ma Cor�ctnr.ll Aa baen determined thal Crt�shed Surfadng Top Cnurse rtee�d ln be incteased 60
�� oacommodafo tho ndditional�epa�wa�k to freure a quaity fiNshed pro�icl..1 his has Inemasa this bid @em in 414.931.00
SCH�Ct ������d Ihp sttes by I�o Ciry and(Ae(;pntrdctnr.ll has heen determUied Ihal Cpmme�clal HMA needs lu De f�sed tp pccpmmudale the
eid Iwm ��Ir�m��a uaU Mished �oducL Th's has i�xmase O�Es btd ifem tn 25.249.73
� 4 �Y V
Uuring Ihe�ustmenf nf e rdhii hesin on Trpr�n Ave Il urrs dLsawurad Ihat Ihe eYLsling s rm pe was brok�and rron PunqfpnaJ aeahng n vatd heneath
� Fn Ihe existtng pavemenl.W ark wi0 he Ir�dCnA vin hace account as Ilde rep�air�ras unex�pwtod and rot iru�.lidnd in Ihe cantr�ct Doeuments.II is estimated Ihaf
INs m r could cost-81500.00 M re e se�n o1 ond resel ihe pfch bagin.
��. o�c.om� rarwco� aq. w �r.m�u�u s cw wa s w
+W.an
� SCH(B)B�Ctushad Siafacirc,�Top Causo O' . 100 Ton �
Ih:m B6 Rav. 1J8.05 Ton p
Z SCN(B)Bid���H� O . 40 Ton -
Item 88 Rev. 81.81 Ton . L . 2,3.i p
SCN(C)Bid O' . 60 Ton
3 Item C6 Cnshed Stalacmp Tnp Co�osa Rev. 79 Ton � 0
4 SCH(C)Bid��H� O . 12 Tan
Ilem CB Rov. 45.31 Ton p
5 SCH B Fina Accaunl Esl kr Brokan Slorm O . 0 ESL •
P� FA v. 1 EaL p
ORIGINlLL CONTRACT �RRENT EsL Net Changc The TatU Chartgo Ordnrs,lncludi� Est.ContraG aik�Iha
CON7RACT Chargn Ordnr This Onc Chaigo Oalcr
s2s9.ezaz� s2ss.sze.s� Saa.r�e.2� saa,riast saa+.Tos.aa
DAYS: � DAYS: 70 OAYS: 0 DAYS: 0 QAYS: 30
M work,male�k and nm�wemen��bo in a�xo�dance wilh Iho p�wlsroRs o►lho orl�rr�l�vntrud vdlor Ihe slardard speaffcHions a�sperJal pmvisFons tor IAo
lype of ow�hur.lion irnal✓ed. The payments andlor adddfnnal pmp sp�d(ied ard aqmnd tu y�Ihls ortfer Irtdtlp every�Im 6y Ihe Contrdctnr tor nrry extra paymnM or
extaRslon ol tirtw wllh respeG tn ttm work tlesdibed hereln,ine4ding dnhys tp the aver.�1 p�oJed,
IIPORWEC BY:
sbru s. are
OWNERS REPRESENTATNE —� �
_ �- ��� " 04f i5/2015
CONTRACTOR
y �b ��
CITY APPROVAL
� �
4et5?D15
Pago 7
CONTRACT CHANGE ORDER N0: 'I
PROJECT NAME: Pavement Preservation Project-Overlay
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, 'rf 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 wanant 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 apprapriate action to modify any bonds required under the
contract to address this change.
CONTRACTOR
i� ' /
A roved: �-� DATE: `7 �f �
PROJECT A GER
����--- �f161�,�
Recommended: DATE:
CITY ENGINEER
Council action is required as project cost will exceed approved budget. ❑ Yes ■ No
Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes ■ No
Recommend . DATE: `�����s
DIRECTOR PU IC WORKS AND UTILITIES
Recommended: DATE:
MAYOR
� �
A roved: DATE: Zk �
APPROVED AS TO FORM: ATTEST: .
�
Bre on City mey City Clerk
Page 2 of 2
Contract Number:
Vendor:
Subject:
Department:
File Class:
Begin Date:
End Date:
Review Date:
Vault Date:
5408
LAKESIDE INDUSTRIES,.INC
Pavement Preservation Project - Overlay
Engineering
LEG 12-1
8/28/2014
11/1/2014
11/1/2014
�i�
Comments :
AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
�
SUBJECT: Contract award for construction Study Session Date: July 23, 2014
of the Pavement Preservation Project — COUNCIL MEETING Date: August 6, 2014
Overlay Department: PWBU
Presenter: Chal Martin
Phone: 360.473.5758
SUMMARY: Funding from the Transportation Benefit District (TBD) will be used to overlay portions
of Peny Avenue, Trenton Avenue and Marine Drive to extend their lifetime. The City advertised the
project on July 21S and received 3 bids on August 4'�. The apparent low, responsive, responsible
bidder was Lakeside Industries for $475,439.46. ,
ATTACHMENTS: 1) Agreement, 2) Bid Tabulation
FISCAL IMPACTS (Include Budgeted Amount): Project is funded through the TBD.
STUDY SESSION AGENDA: � No Presentation ❑ Full Presentation
STUDY SESSION ACTION: � Consent Agenda O General Business O Public Hearing
RECOMMENDED MOTtON: Move to approve the bid for construction of Pavement Preservation
Project— Overlay to Lakeside Industries in the amount of $475,439.46 including sales tax; and
authorize the Mayor to finalize and execute the agreement with substantially the same terms and
conditions as presented. � �
COUNCIL ACTION: [�Approve
❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01l25N 3
Contract Documents For
Pavement Preservation Project — Overlay
City of Bremerton Project No. 4297
Bid Ovenina:
11:00 a.m., August 4, 2014
City Clerk's Office, City Hall
345 Sixth Street, Suite 600
Bremerton, WA 98337-1873
Contact Person:
Gunnar Fridriksson, PE
Public Works & Utilities Engineering Division
3027 Olympus Drive
Bremerton, WA 98310
Tel: (360) 473-2354
FAX: (360) 473-5398
AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
SUBJECT: Contract award for construction Study Session Date: July 23, 2014
of the Pavement Preservation Project — COUNCIL MEETING Date: August 6, 2014
Overlay Department: PW8�U
Presenter: Chal Martin
Phone: 360.473.5758
SUMMARY: Funding from the Transportation Benefit District (TBD) will be used to overlay portions
of Perry Avenue, Trenton Avenue and Marine Drive to extend their lifetime. The City advertised the
project on Juljr 21S and received 3 bids on August 4` The apparent low, responsive, responsible
bidder was Lakeside Industries for $475,439.46.
ATTACHMENTS: 1) Agreement, 2) Bid Tabulation
FISCAL IMPACTS (Include Budgeted Amount): Project is funded through the TBD.
STUDY SESSION AGENDA: � No Presentation O Full Presentation
STUDY SESSION ACTION: ❑x Consent Agenda ❑ General Business ❑ Public Hearing
RECOMMENDED MOTION: Move to approve the bid for construction of Pavement Preservation
Project — Overlay to Lakeside Industries in the amount of $475,439.46 including sales tax; and
authorize the Mayor to finalize and execute the agreement with substantially the same terms and
conditions as presented.
COUNCIL ACTION: [.�Approve
❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01/25/13
CERTIFICATE OF ENGYNEER
The technical material and data contained in these Specfications for the Pavement Preservation
Project — Overlav were prepared under the supervision and direction of the undersigned, whose
seal, as a professional engineer licensed to practice as such, is affixed below.
Prepared by: Dav(d L. Dinkuhn, P.E.
Project Engineer
NOTICE II�VITING BIDS
for
Pavement Preservatoon Project � Overlay
RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Cierk of the City of
Bremerton, located at 345 6'" Street, Bremerton, Washington 98337 until 11:00 A.M. PST as
shown on the wall clock inside the City Clerk's office on August 4, 2014, for the project Pavement
Preservation Project — Overlay. Bids received after the specified time and date will not be
considered.
OPENING OF BIDS: The bids will be publicly opened and read af�er ] 1:00 AM on August 4, 2014,
in the office of the City Clerk at 345 6"' Street, Bremerton, Washington 98337.
COMPLETION OF WORK: The WORK must be completed within thirly (30) working days after the
commencement date stated in the Notice to Proceed.
DESCRIPTION OF WORK: The WORK to be completed under this Contract generaNy consists
of installation of an HMA overlay on several City streets as shown on the Plans. The Wo�k will
include temporary traffic control, sawcutting, planning bituminous pavement, adjusting manholes,
catch basins, and water valves, replacing catch basin frames and grates, constructing cement
concrete curb ramps, paving, channelization, and permanent signing. Bidders on this project are
encouraged ta conduct site visits to familiarize themselves with the Work areas.
PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer
ARC (forme�ly known as Reprographics Northwest) website (www.e-arc.com). Go to
htta://www.e-arc.com/locations/219, click on the 'Public Planroom' tab and scroll down to find the
project.
PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from
ARC. Payment is rypically cost of reproduction (non-refundable). Contact Bid Services at ARC
in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.bidseniicesCa�e-arc.com.
PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract
Documents. Sealed envelopes containing bids shall be entitled: Pavement Preservation Project
— Overlay.
BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash,
certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the
amount of such bid proposal. The failure to fumish a bid deposit of a minimum of 5 percent shall
make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency.
PERF�RMANCE BOND: The successful bidder will also be required to provide a Performance
Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such
contract and furnish satisfactory performance bond within the time stated in the spec�cations,
the bid proposal deposit shall be forfeited to the City of Bremerton.
�
PROJECT COMMUNICATION: All communications related to the project shall be directed to the
City's Consultar�t prior to opening of Bids:
Communication bv ahone%mail•
David Dinkuhn
Telephone: (360) 377-0014
Email: DDinkuhn@parametrix.com
CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and a!I bids
on any or all schedules or aftemates or to waive any informalities in the bidding and shall
determine which bid or bidders is the most satisfactory and responsible bidder and shall be the
sole judge thereof.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or
as a defense to any action based upon the neglect or refusal to execute a contract.
The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42
U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of
Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted
programs of the Department of Transportation issued pursuant to such Act, hereby notifies all
bidders that it will affirmatively insure that in any contract entered into pursuant to this
advertisement disadvantaae�i busineSS enterpri�e� w_ i!! be a.ffordPd fe�!! opp!�!t��!i.� #� s�bmit t+�ds
in response to this invitation and will not be discriminated against on the grounds of race, color,
sex, sexual orientation or national origin in consideration for an award.
- END OF NOTICE INVITING BIDS -
�
ADDEND�JM NO. 1
To Con�»ct Documente
For
Pavement Preservalion Pa�ject - Over�sy
page 1 of 1 Isened: J�ly 25, 2014
Co_: This Addendum No. 1 containa bid docume�ts to be inscrtcd into thc Conliact
Docam�t�. Bid docume� are listed below; badde�s are cautionod to cd�eck the addend�
contents c�t�'uuy.
Di�libnti�: T�ie Addendum No. l is disbdbuted to all plea holdens of record by e-mail to e-mnil
addresses or fac�imile bo manbere givea whet� docaments were piu+cd�saed. The plan holder will be
asked to oon6rm i+eceipt �vhe,n o-msiled.
In�n: The following cbea�ges, additions, deletions and �ts are hea�y made a part
of the Contc�ct Documeart� for Pavement Preservatbn Proiect - Overl�v as fully and oompletely
as if t�e same vveae fully set forth therein.
Aclmowled�ent of Reoejut of Addendum: All prospective bidde�s a�+e in�tructed to
inc�orporaate this revision into tUeir bids and to aclmowledge receipt of the Addenda in the Proposai.
Fa�nre to do so nwy re4alt In t�e Bl� being re�ected a� not reeponsive.
Att�chmen� to A�deadam i: Bid Doa�ments.
ADDITION TO CONTRACT DOCUMENTS
Hbem:
Pages•
Description:
I-1 �ugh I-6 `
The a#eched Bid Doc�mcnt� oonsist of a Bidders Checklist, Proposal Bond fom�,
Contcactars Registration faQm, Ceitification Regarding Debarment aad
Suspe�sion form, and Bid Pmposal form. Con�plete diese fnrms acoor�ding to the
insavctions in the Biddess C�►edclist and submit with the bid along with the
camplet� r�mainder of the Bid Praposal Forn�s provided on pa�es SP-12 ti�ongh
,S'P-Y S Of �1C (,'On�tB�Lb't DOCQm�1'8. , _ tl.{ a �� �
����
David Dinkuhn, P.E.
Project En�iaeer
Paramet�rilc
- END OF ADDENDUM NO. 1-
ADDENDUM NO. 2
To Contract Documents
For
Pavement Preservadon Proiect - Overlay
Page 1 of 2 Issaeds�July 30, 2014
C�n_ten�: This Addendum No. 2 oontains revisions to the cover Page, Pages fmm the bid
P='ol�� SP�� ���s, and drawing Cl, C3, end CS as listed below; bidders ane c�titioned
to check the adde�dum co�eats c�t+efully.
D_utlon_: This Addendum No. 2 ia distiributed to all plan holders of reoord by e-mail to o-meil
addr+esses or facsimile t� m�mbers give�n whea docume,�ts were purchased. The plan holder will be
asked to con5ma receipt wh� e-mailed.
�: The following cba�ges, additions, deletions and attachm� ere her�y made a part
of the Contrad Dowments and Plans for pavement Preservatton Proiect - Overlav as fuUy and
oompletely as if the same we�+e fully set forth therein,
Aclmawledgment of Reoefiot of Addendnm: All prospective bidders are instiucted to
inoorporate this �vision into their bids and to ac�mowledge reoeipt of the Addenda in the Pmposal.
Failure bo do so may resuit in tbe B�d bein� rejecbed se not responsh►e.
Attachments to Addendum No. 2:
REVISIONS TO CONTRA T DOCUMENTS
Item: 1
Pagee: Cove� page.
Descrlpdon: The oover page was revised to oomect �e bid op�ing time from 10:00 AM to
11:00 AM as stated in the Notioe invitin,g Bids. Replace the original oover page
with the attached oovet page.
Item: Z
Psges: Bid Pivposal pages SP-12 end SP-13.
Descrtptlon: Hid Schedule A: Changed quantity for "Fibe�r Reinfarced HMA CL. �4 In. PG 64
22 to 500 tons. Chaaged quentity for Cement Conc. Curb Ramp Type Parallel B
to 2.
Bid Scliedule B: Changed quantity finr "Replace C+atch Basin Freme and Cnste to
11.
Item: 3
Page�: Special Provisions Sedion 8-21 Pemnane�t Signing, page SP-45.
Descrlption: Supple��t Seckion 8-21.1 Descaiption with the following:
"I'he Work ahall include providing aad installing new signs as showa on the
Plans."
Supplement Section 8-21.5 Paymeat with the following:
ADDENDUM NO. 2
To Contract Documente
For
��vement Preseavation Project - Overiny
Page 2 of 2 Issaed; JWy 30, 2014
"Costs for fwnishing and installing new signs shall be included in the lump sum
cost for "Perm�aneat Signing" "
�tEVISIONS TO PLANS
Item: 4 - �
S6ee� Cl, C3, and C5.
De�cri�On: Added curb ramp gcading to shcet CS and revised Cl avoordingly. Added notes
to Cl aad C3. See atta�hed revised Plans.
/ /
David Dinkuhn, p.E.
Frnject Engimeer
Parmmetrix
�
- END OF ADDENDUM NO. 2-
BIDDER'S CHECKLIST
This section lists the corrtract forms required for this project. The bidder's atterrtion is especiaily
directed to the forms that must be executed in full as required and submitted with the bidder's bid.
These are indicated as follows in the section titled °Bid Documents "
BID DOCUMENTS
These documer�ts must be executed and submitted to the City with your bid, no later than the
designated bid closing date and time. Bids that do not include all of the required forms, propery
completed, may be declared unresponsive.
1. Proposai Bond
This form to be executed by the bidder and the surety c�mpany unless bid is
acxompanied by a certified check. The amourrt of this bond shall be not less than five
percerrt (5%) of the total amount bid and may be shown in dollars or on a percentage
basis.
2. Contractor's Regtstratlon
The successful Bidder shall acquire and/or possess a cument City of Bremerton
Business License and any other licenses and permits which may be nequired to fulFll the
obligations of the Contract as speciFied. Business and occupancy (B80) taxes shall be
paid when due and the CONTRACTOR will agr�ee to assign any payments due to the
City Clerk for paymeM of such taxes which have been declared delinquent.
3. Bld Proposal
4. Bid Proposal Form (pages SP-12 through SP-15 of the Contrad Documents)
5. Certification Regarding Del�rment and Suspension
CilyofB�emerton Pevement Preservatbn Projed - l-i 233-1898-123
rnrer�y
Juty 2014
SUBAAi� THE ENCLOSED
PROPOS�4L BOND VVITH YOUR
PROPOSAL
USE OF OTHER FORMS
MAY SUBJECT YOUR �ID
TO REJECTION
Clty of Biemerton Pa►rement Preservation ProJeat - 1-2 233-1888-123
� Juty 2014
PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS, That we ��sidelndusMes,
of PortMgeles, as principal, and the
Travelers Gsualty and Surety Company of Ameria
�
a corporation duly organized under the laws of the state of � nnect(cut
.
and authorized to do business in the State of Washington, as surety, are held and firmly
bound unto the City of Bremerton in the full sum of five (5) percent of the total amount of
the bid proposal of said principal for the work hereinafter described, for the payment of
which, well and truly to be made, we bind our heirs, executors, administrators and
assigns, and successors and assigns, firmly by these presents.
The condition of this bond is such, that whereas the principal herein is herewith
submitting his or its sealed proposal for the following highway construction, to wit:
Pavement Preservatlon Project • Overlay
City of Bremerton Project No.4297
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposed bid by said principal be accepted, and
the Contract be awarded to said principal, and if said principal shall duly make and enter
into and execute said Contract and shall fumish bond as required by the City of Bremerton
within a period of five (5) days from and after said award, exclusive of the day of such
award, then this obligation shall be null and void, otherwise it shall remain and be in full
force and effect.
IN TESTIMONY WHEREOF, The prinapai and surety have caused these pr�esents to
be signed and sealed this 4 "� day of A�9�� 2014.
Lakes e Industri c �
incipal)
Travelers Gsualty and Surery Company � Amerfo �
(Surety) .'
� � � �.;,;; i,.��
,
( orney-in-fact) s��� s. ��� -
City o1 &eme�ton Pavement Proservetion P�Jed - I-3 �233-1896-123
��� Ju/y 2014
INVALID WITHOUTTHE RED BORDER
TR�6VELERS� ��R OF ATTORNEY
Farmington Casualty ComP�Y St. Paul Merc�' Ia4urance ComP�Y
FYdellty and Guaranty L�urance Company 1}avelere Caeuatty end Snrety Company
Fidelity and Guarauty Insurance Underwr(ters, Inc. 11�avelera Casualty and Surety Company of America
St. Panl Fire and Merine Insarance Company United States I+Sdelity and Guaranty Company
St. Paul Gnardian inaurance Company
Attorney-In Fsct No 228030 ��� No. 0 0 5 9 2 912 9
KNOW ALL MEN BY THFSE PRESEIVI'S: 77►at Famungton Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guerdian Insucance
Company, St. Paul Mencury Insurance Company, Travele�s Casnalty and Surety Compaey, Travelers Casualry and S�u�ety Company of America, and Uaited States
FideGty and Gueranty Company are cotporauons duly o�ani� under the laws of the State of Connecticut, that Fidelity and Guaranty Insu�ance Company is 8
corporation duly organized under the laws of the State of Iowa, and thet Fidelity aod Gueranry Insurance Underwriters, Inc., is a corporation duly organized undor the
laas of the Stau of Wisconsin (heieein collectively called the "Companies'7, and that the Companies do hereby meke, consdwte and appoint
Deanna M. French, Jill A. Boyle, Susan B. L,arson, Scott Fisher, EliZabeth R Hahn, Jana M. Roy, Scott McGilvray, Mindee Rankin, Ellen Bell, Jim
Hamlin, Ron Lange, John Claeys, and Roger Kaltenbach
of the City of Bellewe , g� a f Washington , their tcue and law5il Attu s m-Fact,
each in their se arate ca ty' �Y( r�
P paci �f more thaa one is named above, to sign, execute, seel end aclrnowledge any and all bonds, reco�ces, condidonel undeitalangs and
other writinga obGgatory ia the oature thereof pn behalf of the Companies in their. business of,guazanteeing the fidelity of persons, guaranteEing the performance of
contrects and executing or gueranteeing bonds and undettakinga isquired or perm�tted� i� any��hons or proocedings allowod by law.
��'�:.�`��;��,�� �,�, .��
� � �� � � z9c�
IIV WITNESS WHEREOF, the Comp 2014 ave ca�sed this instrum�ent,w� be a th�e'u corp rate seals to be hereto af�ced, this
day of , .r��� �� , i�� .
. t
Farmingtoa Casnalty Com'P�Y�� `���� �� }��,�`�. ��
F`WeJity and Guarenty�ine
Fldelity and Goaranty I�ui�nce Underwrlters, Inc.
St. Paal IR�+e and Medne Insurance Company
St. Panl Gaardian Insurance Company
�"°",�,
�
� �� 1877•
���. , . ,.
,. , i
$t8te Of COMtC[lC1lt
City of Hattford ss.
BY:
Rabert L. Raney, enior Ytce Hrsident
On this the 29 � �y of MaY � 2014 � y�fore me petsonally appeemd Roben L. Raney, who aclmowledged himself w
be t6e Senior Yce president of Fazmingcon Casualty Company, Fidelity and Guerenty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc„ St, paul
Fire and Marine Insurance Compeny, St. Paul Guardian Insurance Company, St. Paul Mercury Insurence Company, Travelers Casualty and Surety Company, TYaveleas
Casualty end Surery Company of America, and United States Fidelity and Guerar►ry Company, and that he, as such, being authoriud so to do, executed the foregoing
���� �r �e Pu�pOSes d►e�ein contained by signing on behalf of the corporations by hirnself as a duly authorized officer.
�0•�
In Witacss W6ereof, I hereunto set my hand and official seal. TAR
My Commission expues the 30d� day of June, 2016. * *�p i
58440-8-12 Printed In U.S.A.
St. Penl MeRVry Ineurance CompanY
ltiavelers Casaalty and Surety Company
1}avelers Casaelty end Surety Company of Amer►ce
Unked Stetes Fidellty and Gaeranty ComP�Y
� a �M »a� ���r„ . � -r .1. n yy w �ab, Q�
�Ifllerrr� , � ; ��OR,� �` � t;'p � 4 � y' � ��
"'�.wYlo m � n s�� � n a
��1 �,,sE��� �ss`aL: � � ae � +�e
"c` ° �}a . � ri � � �'� . ►'� � • � A�'
`(`(� c�n�s► C .
Marie C. 7baeault, Notary Public
WARNING: THIS POWER OF AT'fnRNEY IS INVALID WITHOUT 7HE RED BORDER
CONTRACTOR'S ltEGISYRATION
• ' ' _�.�
•..- A� � .•
` .. •�
�� .�.� ' � � `� .
Employers Identification Number
(Employer social security number, not you�
personal social security number): �{ b � 0 5�
Employment Security Department Number:
� _ ��
Washington Indusfial lnsurance Number.
Washington State Excise Tax Registration
Number:
.s , ,
� � • ri `
Washington State ContractoPs Registration
Number/Expiration Date: L�rIC..�T_,� �-�1.�� -� _ ap �5
City of Bremerton Business License Number: a�l�pq �i
City of 8�emerton Pa�ement Prsse�yeNon Plro/ed - J-4
o�.ray
233-1886-123
Ju/y 2014
CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
� certify that neither (111LvSA,('� L��Sc�V,f,S (Company) nor
its prin pals" s defined at 49 CFR, Part 29.105(p)] are presently debamed,
suspended� proposed for debarment� declared ineligible, or voluntarily excluded from
participation in this transaction by any Federal department or agency.
By submitting this certification, the Contractor agrees that, should the proposed covered
transaction be entered into� it shall not knowingly enter into any lower tier oovered
transaction with a person who is debarred� suspended, declared ineligible, or voluntarily
excluded from partiapation in the covered transaction� unless authorized in writing by
the City of Bremerton. The Contractor further agrees by submitting this certification that
it will indude this certification, without material modification, in all lower tier covered
transactions and in all solicitations for lower tier oovered transactions.
If the Contractor is unable to certify to the statements in this certification, such
Contractor shall attach an explanation to this bid/proposal.
THE CONTRACTOR CERTIFIES OR AFFIRMS THE TRUTHFULNESS AND
ACCURACY OF THE CONTEIVTS OF THE STATEMENTS SUBMITTED ON OR WITH .
THIS CERTIFICATION AND UNDERSTANDS THAT THE PROVISIONS OF 31 U.S.C.
#3801 ET SEQ ARE APPJ�CA�LE THERETn_
Printed Name and Title/f9i�i�,�i�EG .I' �yS �RQ�T6C7' /��,�0,
Company Name��kES id E ���/�S
Date Signed �� `�' 1 �
�� Bremerton Pavement P�vatbn Projed - 1-5 2331886-123
Juty 2014
BID PROPOS�►1L
Pavement Pr+eservation Proj�ct - Overlay
Project No. 4297
BID TO: City of Bremerton (Washington) Depa�tment of Publfc Works and Utlllties
1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to er�ter irrto an
Agr+eemerrt with the CITY in the foRn included in the Corrtract Documents to perform the
WORK as specified or indicated in said Cor�tract Documerrts eMitled Pavement Preservation
Project - Overlay.
2. Bidder accepts all of the terms and conditions of the Contract Documents, including without
limitation tFwse in the Notice Inviting Bids and Instrudions to Bfdders, dealing with the
disposition of the Bid security.
3. This Bid will remain open for the period stated in the "Notice Inviting Bids° unless otherwise
r+equired by law. Bidder will enter into an Agr�eement within the time and in the manner required
in the °Notice Inviting Blds° and will fumish the insurar�ce ce�tificates, and PerFormance Bond
required by the Contract Docume�s.
4. Bidder has examined copies of all the Contrad Documents including the following addenda
(receipt of all of which is hereby acknowledged):
Number �
�
�ete __ � /a�/��
�I30f ��
Failu� to acknowledge all addenda shall render the bid non-responsive and shall be cause
for its rejection.
5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK,
site, locality where the WORK is to be performed, the legal requiremer�ts (federal� state and
local laws, or�dinances, rules, and regulations), and the conditions affecting cost, progress or
perFormance of the WORK and has made such independer�t irrvestigations as Bidder deems
necessary.
To all the foregoing, and including all Proposal Forms cor�tained in this Bid, said Bidder further
agrees to complete the WORK required under the Contract Documer�ts within the Contrad Time
stipulated in said Contract Documents, and to accept in full payment therefore the Corrtract Pric;e
based on the Total Bid Price(s) named in the afor�eme�ioned Proposal Forms.
fdOTE: Prices for all items, all extensions and total amount of bid must be shown in the Proposal
Forms. Show prices in figures.
Dated: �— ��� /� Bidder. GS/!� uS�i¢/E
�
By:
( ignat )
� Title: �o.TEC7° /�G,�
�rla Bremerbn Pewement Rese�veHon ProJed - h8
233-1886-123
July 20f4
PUBLIC WORKS AGREENIENT
FOR
PAVEAI➢ENY PRESERVATIOId PROJECT — OVERLAY
THIS AGREEMENT� is entered into between the City of Bremerton, a Wash(ngton Municipai
Corporetion (°City"), and �ES�pE T-�vs ;�t C (°Contracto�'�, whose mailing
address is _p O_ S��r]�C '7L �2 'pn2r Aa�9L� �� . � _ 1 � 9� '�/ �
The parties agree as follows:
1. CONTRACTOR SERVICES. The Contractor shali perform the following services for the
City: Pavement Preservation Project — Overlay in acco�dance with Exhibit A, Scope of
Services.
2. TIME OF COIVIPLETIOI�. Contractor shall physically complete the work within 30 working
days. � SC f�9v +-�5 g-� (; C) nTt...y���
3. CO � ENSATION. The shall pay the Contractor the total �it� unt of
� � y�• , including applicable sales taxes, for the
� Work as described (n Exhibit A. This Work is organized into separate bid schedules. The
City'�resenies the right to delete. one or more bid items from an individual bid schedule
and/or one' or more bld schedules from the Work if available construction funds are
insufficient. Appiicabie Washington State Retail Sales Tax on this contract shall be
govemed by WAC 450-20-1 T1 �nd i4s related �ules for the� woric �contsr�ipiated in this
agreement. The Contractor shall invoice the City monthly. The City will pay for the portion
of the worlc described in the invoice that has been completed by the Controctor and
approved by the City. The City payment shall not constitute a waiver of the City's right to
final inspection and acceptance of the project.
A. PerFormance Bond. Pursuant to Chapter 39.OS�RCW, the Contractor, shall provide the
City a perFormance bond for the full contract amount to be in effect until sixty (60) days
after the date of final acceptance, or until receipt of all necessary releases from the
State Department of Revenue and the State Department of Labor and Industries and
untll settlement of any liens filed under Chapter 60:28� RCW, whlchever is later.
In the event the full contract amount bid is less than $35.000� pursuant to Chapter
39.08 RCW, the Contractor, in lieu of providing the City a performance bond, may elect
to have the City retain the final fifty percent (50%) of the Contract amount for a period
of sixty (60) days after the date of final acceptance, or until rece(pt of all necessary
releases from the State Department of Revenue and the State Department of Labor &
Industries and until settiement of any liens filed under Chapter 60.28 RCW, whichever
is later.
B. Retainaae. In the event the full contract bid exceeds $35,000, the City shall hold back
a retainage in the amount of five percent (5%) of eny and all payments made to
contractor for a period of sixty (60) deys after the date of final acceptance, or until
receipt of all necessary releases from the State Department of Revenue and the State
Department of Labor & Industries and until settlement of any liens filed under Chapter
60.28 RCW, whichever is later.
C!(y ofBremarton 233-188G�123
Pavement Prssen�ation ProJect — Overlay SP-1 Ju/y 2014
Public Works Agreement PuWic Waks Ag►eement
9
C. Defective or Unauthorized Work. The City reserves its right to withhold payment from
Contractor for any defective or unauthorized work. Defective or unauthorized work
includes, without limitation: work and materials that do not conform to the requirements
of this agreement; and extra work and materials furnished without the City's written
approval. If Contractor is unable, for any reason, to satisfactorily complete any portion
of the work, the City may complete the work by contract or othervvise, and Contrector
shall be liable to the City for any additional costs incuRed by the City. "Additional costs"
shall mean all reasonable costs, including legal costs and attomey fees, incurred by
the City beyond the maximum Contract price specified above. The City further
reserves its right to deduct the cost to complete the Contract work, including any
Additional Costs, from any and all amounts due or to become due the Contractor.
D. Final Pavment: Waiver of Claims. THE ACCEPTANCE OF FINAL PAYMENT
(EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF
CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED
BY CONTRACTOR AS UNSETTLED AT THE TIME REQUEST FOR FINAL
PAYMENT IS MADE.
4. tNDEPENDENT CONTRACTOR. Contractor is and shall be at all times acting as an
independent contractor and not as an employee of the City. The Contractor shall secure
at its expense, and shall be responsible for all payments of income tax, social security,
state industrial insurance compensation, unemployment c�mpensation� and all other
payroll deductions forthe Contractor, officsr, agents, employees and sub-contractors. The
Contractor shalt also secure all applicable business licenses, if required, in connection
with the contract services, including all required licenses for Contractors officers, agents,
employees and sub-contractors.
5. TERMINATION. The City may terminate this agreement without notice for good cause.
"Good cause" shall include, without limitation, any one or more of the following events:
A. The Contractor's failure to supply sufficient skilled workers or suitable materials or
equipment.
B. The ContractoPs failure to prosecute the woiic with such diligence as will ensure its
physical completion within the original physical completion time specified in this
Agreement and any extensions of time which may have been granted to the Contractor
by change order or otherwise.
C. The Contractor's failure to make full and prompt payment to subcontractors or for
material or labor.
D. The Contractor's disregard of federal, state or local laws, rules or regulations.
E. The Contractor's filing for bankruptcy or becoming adjudged bankrupt.
F. The Contractor disregards the authority of the City.
G. The Contractor performs work which deviates from the Contract, and neglects or
refuses to correct rejected work.
City of Bremerton
Pavement Preservation Project — Overlay
Public Works Agreement
SP-2
233-189&123
July 2014
Pu6/!c Works Agreemenf
H. The Contractor's failure to provide continuous competent supervision.
I. The Contractor othervvise violates in any material way any provisions or requirements
of the contract.
If the City terminates this agreement for good cause, the Contractor shall not receive eny monies
due under this agreement, if any, until the Contract work is completed by the City or a third party
of the City's choosing.
6. PREVAILIPIG WAGES. Contractor shall file a°Statement of Intent to Pay Prevailing
Wages,° with the State of Washington Department of Labor & Industries prior to
commencing the Contract work. Contractor shall pay prevailing wages and comply with
Chapter 39.12 of the Revised Code of Washington, as well as any other applicable
prevaiting wage rate provisions.
7. CHANGES. The City may issue a written or oral work change directive for any change in
the Contract work during the performance of this agreement. If the Contractor determines,
for any reason, that a change order is necessary, Contractor must submit a written change
order request.to the City's project manager within two (2) business days of.the date the
Contractor knew or should have known of the facts and events.giving rise to the requested
change. If the City determines that the change increases or decreases the Contractor's
costs or time for performance, the City will make an equitable adjustment. The City will
attempt, in good faith, to reach agreement with the Contractor on ail equitable
adjustments. However, if the parties are unable to agree, the City will determine the
equitable adjustrnent as it deems appropriate. The Contractor shall proceed with the
change order work upon receiving either a written or oral work change directive from the
City or a change order from the City. If the Contractor fails to require a change order within
the time allowed, the Contractor waives its right to make any claim or submit subsequent
change ord,er requests for that portion of the contract work. If the Contractor disagrees
with� the equitable adjustment the Contractor must �complete the change order work;
however, the Contractor may elect to protest the adjustment as provided below:
A. Procedure and Protest by the Contractor. If the Contractor disagrees with anything
required by a written worlc change directive, oral woric change directive or change
order, including any directinn, instruction, interpretation, or determination by the City,
the Contractor shall:
1. Give a signed written notice of protest to the City within one business day;
2. Supplement the written protest within five (5) calendar days with a written
statement that provides the following information:
a. The date of the Contract's protest.
b. The nature and circumstances that caused the protest.
c. The provisions in this agreement that support the protest.
d. The estimated dollar cost, if any, of the pro4ested work and how that estimate
was determined.
City of BremeRon 233-1896-123
Pavement P�esenraqon ProJsct - Ovariay SP-3 July 2014
Publlc Works Agreement Public Works Agreemsnt
e. An analysis of the progress schedule showing the schedule change or
disruption if the Contractor is asserting a schedule change or disruption.
The Contractor shall keep complete records of extra costs and time incurred
as a result of the protested work. The City shall have access to any of the
Contractor's records needed for evaluating the protest.
3. The City will evaluate all protests, provided the procedures in this section are
followed. If the City determines that a protest is valid, the City will adjust payment
for work or time by an equitable adjustrnent. No adjustment�will be made for an
invalid protest.
B. Contractor's Duty to Complete Protested Work. In spite of any protest, the Contractor
shall proceed promptly with the work as the City has ordered.
C. Contractor's Acceptance of Changes. The Contractor accepts all requirements of a
change order by: (1) endorsing it, (2) writing a separate acceptance, or (3) not
protesting in the way this section provides. A change order fihat is accspted by
Contractor as provided in this section shall oonstitute full payment and final settlement
of all claims for contract time and for direct, indirect and consequential costs, including
costs of delays related to any work, either covered or affected by the change.
D. Failure to Protest Constitutes Waiver. By not protesting as tMis section provides, the
Contractor also waives any additional entitlement and accepts from the City any written
or oral order (including directions, instructions, interpretations, and determination).
E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of
this section, the Contractor completely waives any claims for protested work and
accepts form the City any written or oral order (including directions, instructions,
interpretations, and determination).
8. CLAIMS. The Contractor shalt give written notice to the City of all claims other than change
orders within fourteen (14) calendar days of the occurrence of the events giving rise to the
claims. Any claim for damages, additional payment for any reason, or extension of time,
whether under this agreement or othervvise, shall be conclusively deemed to have been
waived by the Contractor unless a timely written claim is made in strict accordance with
the applicable provisions of this agreement; or, if (and only if) no such provision is
applicable, unless that claim is set forth in detail in writing and received by the City within
seven (7) calendar days from the date Contractor knew, or should have known, of the
facts giving rise to the claim. At a minimum, a Contractor's written claim must include the
iriformation set forth regarding protests in Section 7.A.2.a.-e.
FAILUR� TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN
THE TIME ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING
IN ANY WAY FROM THE � FACTS OR EVENTS SURROUNDING THAT CLAIM OR
CAUSED BY THAT DELAY.
Contractor must, in any event, file any claim or bring any suit arising from or connected
with this agreement within 120 calendar days from the date the contract work is complete.
City of Bremerton 23&1886-123
Pavement P�seivatJon Project - Overlay SP-4 Juty 2014
Public Works Agreement Publlc Waks Agreemenl
9. WARPtANTY. Contractor shall warranty all work, less normal wear and tear� for iwo years
following physical completion. Contractor shall have 240 days to pertorm wan�anty
corrections, once the warranty work is ident�ied. For the purposes of the warranty, the
City shall °batch° the warranty work to enable the corrtractor to mobilize and perform all
repairs within a single work windowr. When defects are oorrected, the warrenty for that
portion of the work shall extend for one year from the date such correction is oompleted
and accepted by the City. if the Contractor, after written not�cation, does not accompl(sh
the corrections within the timeframe noted above, the City may complete the comections
and the Contractor shall pay ail costs incurred by the Cit�r in order to accomplish the
correction.
10. lIVDEN9NiFICATtON. Contractor shall defend, indemnify and hold the City, its officers,
officials, employees, agents and volunteers harmless from any and all claims, injuries,
damages, losses or suits including all legal costs and attomey fees, arising out of or in
connection with the performance of this agreement, except for injuries and damages solely
caused by the City's negligence. . �
The City's inspection or acceptance of any of Contractor's work when completed shall not
be grounds to avoid any of these covenants of indemn�cation.
Should a court of competent�jurisdiction determine that this agreement is subject to RCW
4.24.115, then, in the event of liability for damages arising out of bodily injury to persons
:� or damages to property caused by or resultfng from the concurrent negligence of the
�� Contractor and the City, its officials, employees, agents and volunteers, the Contractor's
� liabilit�r�hereunder shall be only to the extent of the Contractor's negligence.
1T IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS
INDEMNIFICATION CONSTITUTES THE CONTRACTOR'S WAIVER OF lMMUNITY
UNDER=INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF
THIS INDEMNIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE
MUTUALLY NEGOTIATED THIS WAIVER.
The provisions of this section shall survive the expiration or termination of this agreement.
11.INSURANCE. The Contractor shall procure and maintain for the duration of this
agreement, insurance against claims for injuries to persons or damage to property that
may arise from or in connection with the perfonnance of the Contract work by the
� Contractor, its agents, representatives, employees or subcontractors.
Before beginning the work on the project described in this agreement, the Contractor shall
provide a Cert�cate of Insurance evidencing:
A. Automobfle Liabilitv insurance with limits no less than $'l,000,000 combined single limit
per accident for bodfly injury and property damage; and
B. Commercial General Liabilitv insurance written on an occurrence basis with limits no
less than $2,000,000 combined single limit per occurrence and $2,000,000 aggregate
for personal injury, bodily injury and property damage. Coverage shall include but not
be limited to: blanket contractual; products/c�mpleted operations/broad form property
Cky of Bnemerbn 233-189fr123
Pavement Pieservation Project — Overiay SP-5 July 2014
Publlc Walcs Agreement Public Works AgieemeM
damage; explosion, collapse and underground (XCU) if applicable; and employer's
liability.
Any payment of deductible or self-insured retention shall be the sole responsibility of the
Contractor.
The City reserves the right to receive a certified copy of all the required insurance policies.
The City, its officials, employees, agents and volunteers shall be named as an additional
insured on the insurance policy, as respects work performed by or on behalf of the Contractor
and a copy of the endorsement naming the City as additional insured shall be attached to the
Certificate of Insurance.
The Contractor's insurance shall contain a clause stating that coverage shall apply separately
to each insured against whom claim is made or suit is brought, except with respects to the
limits of the insurer's liability.
The Contractor's insurance shall be primary and non-contributory insurance as respects the
City, and it shall be an affirmative obligation upon Contractor to advise the City's Risk Manager
by fax at (360) 473-5161, or by certified mail, return receipt requested to City of Bremerton,
attn: Risk Management, 345 6th Street, Suite 600, Bremerton, WA 98337 within finro days of
the cancellation, suspension or substantive change of any insurance policy set out herein,
and failure to do so shall be construed to be a breach of this Agreement.
If this contract requires work to be performed in or on navigable waters, the Contractor shall
provide insurance written on an occurrence basis with limits no less than $2,000,000
combined single limit per occurrence and $2,000,000 aggregate for claims made under the
Longshoreman and Harbor Workers Act and the Jones Act.
12. MISCELLANEOUS.
A. Nondiscrimination. In the hiring of employees for the performance of work under this
Agreement or any sub-contract hereunder, the Contractor, its sub-contractors, or any
person acting on behalf of such Contractor or sub-contractor shall not, by reason of
race, religion, color, sex, national origin, or the presence of any sensory, mental,
physical disability, or sexual orientation discriminate against any person who is
qualified and available to perform the work to which the employment relates.
B. Compliance with Laws. Contractor shall comply with all federal, state and local laws,
rules and regulations throughout every aspect in the performance of this agreement.
C. Work Performed at Contractor's Risk. Contractor shall take all precautions necessary
and shall be responsible for the safety of its employees, agents, and subcontractors
in the performance of this agreement. All work shall be done at Contractor's own risk,
and Contractor shall be �esponsible for any loss of or damage to materials, tools, or
other articles used or held for use in connection with the work.
D. Nonwaiver of Breach. The failure of the City to insist upon strict pertormance of any of
the terms and rights contained herein, or to exercise any option herein conferred in
City of Bremerton 233-1896-123
Pavement Preservation Project — Overlay SP-6 July 2014
Public Works Agreement Public Works Agreement
one or more instances, shall not be constructed to be a waiver or relinquishment of
those terms and rights and they shail remain in full force and effect
E. Goveming.Law. This agreement shall be govemed and consVued in accordance with
the laws of the State of Washington. If any dispute arises between the City and
Contractor under any �of the provisions of this agresment, resolution of that dispute
shall be available only through the jurisdiction, venue and rules of the Kitsap County
Superior Court, Kitsap County, Washington.
F. Attomey's Fees. To the extent not inconsistent with RCW 39.04.240, in any claim or
lawsuit for damages arising from the parties' .pertormance of this agreement, each
party shali be responsible for paymerrt of its owm legal costs and attorney's fees
incurred in defending or bringing such claim or lawsuit; however, nothing in this
subsection shall limit the City's right to indemnification under Section 10 of this
agreement.
G. Written Notice. All communications regarding this agreement shall be sent to the
parties at the addresses listed on the signature page of this agreement, unless
othen+vise notified. Any written notice shall become effective upon delivery, but in any
event three (3) calendar days after the date of mailing by registered or certified mail�
and shall be deemed sufficiently given if sent to the addressee at the address stated
on this agreement.
H. Assignment. Any assignment of this agreement by the Contractor without fhe written
consent of the City shall be void.
Modification. No waiver, alteration, or modification of any of the provisions of this
agreement shall be binding unless in writing and signed by a duly authoriied
representative of the City and Contractor.
J. Severabilitv. If any one or more sections, sub-sections, or sentences of this agreement
are held to be unconstitutional or invalid, that decision shall not affect the validity of
the remaining portion of this agreemant and the remainder shall remain in full force
and effect.
K. Entire AQreement. The written provisions and terms of this agreement, together with
any attached Exhibits, supersede all prior verbal statements by any representative of
the City, and those statements shall not be construed as forming a part of or altering
in any manner this agreement. This agreement and any attached Exhibits contain the
entire agreement befinreen the parties. Should any language in any Exhibit to this
agreement conflict with any language contained in thls agreement, the terms of this
agreement shall prevail.
Clry ol &emerto�� 233-189�123
Pavement PreserveHon ProJect — OverlBy SP-7 Jury 2014
Public Works Agneemenf Pub!!c Waks /�qreement
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City of BremeKon 233-1896123
Pavement Preseroation Project - OveNey SP-8 July 2014
Public Works Agreemenf Public Works Agreement
IN WITNESS WHEREOF, the parties below have executed this agreement.
CONTRACTOR
�1�5 ��� �/,��57"/li�S
Print Name: �C�i�6l, ,�/,�S
r�t�e: �o.�Ec T i7�lG _
DATE: S /
Notices to be sent to:
THE CITY OF BREMERTON
� �
Print Na • �u-��► 1--�-�-�"
Title: ��h�
DATE: ��� �g� � 4-
Notices to be sent to:
�NANtJoh1 l Hp�npsc� r�
������
W t�� � ��c� �a �J
Bremerton, WA 98� 1 �
(360) a 7r�— �Z��
_�}. 5� 2 �(0"3�3 (facsimile)
�ss
APPROVED AS TO FORM:
�
Bremerton City Attorney
ATTEST:
Bremerton City Clerk
�ty ���� 233-189�123
Pav�menf Preservadon Pmjecf - Overlay SP-9 July 2014
Publlc Works Agreement Public Works Agreement
This Page Intentionally Left Blank
City of BremeAon 233-1896123
Pavement Preservation Project - Overlay SP-10 July 2014
Public Works Agreement Public Works Agreement
EXHIBIT A— SCOPE OF SERVICES
The Work under this Contract is to install HMA overlay on severai City streets as shovm on the
Plans. The.Work will Include temporary traffic control, sawcu�ing, planning bituminous pavement,
adJusting manholes, catch bastns, and water valves, repiacing catch basin frames and grates�
constructing cement concrete curb ramps� paving� chaneilization, and permanent signing. Bidders
on this projec# are encouraged to conduct site visfts to familiarize themselves with the Work areas.
Please note the Contractor must warrenty the work in accordance with the prdvisions of
Peragraph 9 of this contract.
Woric under this Contract is subject to the minimum wage requirements of RCW 39.12 and RCW
49.28. Prevailing houriy minimum rates for wages and fringe benefits may be obtained online at
http://www.lni.wa.gov/tradeslicensing/prewvage/wagerates✓. -
Bidder agrees to perform all work described in the Special Provistons and Standard
Specffications, and as shown on the Plans; for the prices shown in the following Bid Proposal. In
cases of discxepancies, the unit prices sheH govem. Unit prices for all items, all extensions� and
total amount of bid shall be shown in flgures only.
Clty of B�enrerbn 233-1896-123
Pevament Preservetfor► Prvjact— Overley SP-11 JuJy 2014
Publk Works Agreement Exhlblt A Scope of Sen�ices
BID PROP08AL
PAVEMENT PRESERVATION PROJECT — OVERLAY BID SCHEDULES A� B� AND C
Sales Tax — The bidder shall include sales tex In tha Bid Ibam price per Section 7-07.Z(1)
tor all ibems In Bid Schedules l� B� and C.
SCHEDULE A— PERRY AVENUE (Addendwn Na Z) �
fbem �Ref Estlma�ed
No. to Spec DescrlpNon af Item Quantlty Unit Unit Price ooant
l�1 1-04 Minor Change 1 EST $1.00 �1.00
�2 1-07 SPCC Pian 1 LS $ $ Q-
A 3 1-09 Moblli�tion 1 LS $ � $ 3 �
A-4 1-10 Projed Temporery Trafflc 1 LS $ .
Control
A-5 2-01 Roadside Cleanup
A-6 SP 4-04 Crushed Surfactng Top
Course
A-7 SP 5-04 Fber Refnforced HMA CL. 1/2
In. PG 64-22
A-8 SP 5-04 Commen�sl HMA
me
A-9 5-04 Cr�adc Sealing
/N10 5-04 Planing Bibumirwus Pavern t
A-11 7-05 Adjust AAanhole
A-12 7-05 Adjust Catch Besln
�13 SP 7-05 Replaoe Catch sin Freme
. and Grate
A-14 SP 7-05 ins�all Sol' Basin Lid
A-15 SP 7-05 Catch sin Type 1
�16 SP 7-05 Co Inlet
A 17 SP 7-12 ust Velve
�M18 SP8-0 Temporary Er+osion and
Sedlment Control
A-19 S&14 Cement Conc. Curb Remp
Type Single Dir�ction A
1
177
500
/79
1
4,700
5
5
5
1
�
2
,z
1
10
�9 87� � 19 �'7�
E $5000.00 $5000.00
ON $
$7 �' j S, �{87
TON $
i21 '° 60,550
TON $2S3 � $ O b�
EST $1,000.00 $1,000.00
sY $ 3 $�5 SS7`
E�` $SS� � $� 257 °�
� $615� - $. � 2
EA $ 6 Z $ �
Zo - 2 bo3
� $ ��D 1 g �p 1 S
�' $! ?So °'° $ ?So °°
� $ Z(o �' $ Z 5 °°
� $ a�s oo $ 2 �'�
� $� sd � �;�d e�
EA $
z,����� 27.Lr3�
P�n�ntPhtee�vaao�n Pig�—Ove�y SP-12 233-1898-123
� �� � Jtdy 20f4
E�dNb� A Saope d Swvk�es
��
�
1b�d11 R6'f
No. to Spec Description of I�em
A�20 SP &13 Adjust Monument
A�-21 SP 8-14 Cement Conc. Curb
Type PareUel A
�M22 SP &14 Cement Conc. rb Ramp
Type Pereli
1�23 SP 8-21 Pertn �rrt Slgning
A-24 SP &22 vement Merlcfr�
Qua Uni4 Unit Prloe Amcunt
5 �► $ � $ > � d
3 EA ;
2, 58� � 7�3�
�
2 EA $ a�o $
. 2 (v`tZ ' S3�S�
� �s ��oD� �p
1 LS $ - 1 �l � � $ �{d5 l f
TOTAL SCHEDULE A: $,2 � S, S! I�
SCHEDULE B— TRENTON AVENUE (Addendum Na Zl
16�n Ref E4tlmatad
No. to 8pec Descrlption at Item Quantlty Unit Unit Price Amourrt
B-1 1-04 Minor Change 1 EST $1.00 $1.00
&2 1-07 SPCC Plan 1 �g $ Z � p oo $� ar
B-3 1-09 Nbbilization 1 � $ Z q� �$ Z (b0
8-4 1-10 ProJed Temporary Treffic 1 LS $ s � $ �
Control I (o�v 7 6(�5 �
B� 2-01 Roedside Cleanup 1 EST $1.00 $1.00
B-6 SP 4-04 Gushed Surtaang Top 100 TON $ ao $
course �c�3 � /� 3d �� v
&7 SP 5-04 Flber Refr�forced HAAA CL. 1/2 435 TON $ c�o $
In. PG 6a-22 /0 D' !�3 ?/ 7
B-8 SP 5-04 Commer�cial HMA 40 TON $ 3g2. � t' �?DD
B-9 5-04 Cradc Sealing 1 EST $1�000.00 $1,000.00
&10 5-04 Pianing Bitum(nous Psvemerit 2,023 SY $� � $/3 �g�
&11 7-05 Adjust Manhole 4 Eq $$ $ Z CO
8-12 7-05 Adjust Catch Basin 3 � $`7?b °'� $;Z � I D�
8-13 SP 7-05 Replaoe Catc�� Basin Frame 11 EA $ t� $ Q7
and Grate �71 � �= � Og� ~
&14 SP 7-05 Concrete Inlet 2 Eq $ g'�5 �$ 7 �
&15 SP 7-12 Adjust Valve 11 EA �3Z '$� 753 �''
� °f x�-�aee-i2a
P�bDic�Wb►ksq� A'�— �Y SP�13 .pry 2014
Exhlblt A — Soqpe af Senrl�+ea
Item Ref
No. to Spec Description of Item
B-16 SP 8-01 Temporary Erosion and
Sedirnent Control
B-17 SP 8-14 Cement Conc. Curb Ramp
Type Single Direction A
8-18 SP 8-14 Cement Conc. Curb Ramp
Type Parallel A
B-19 SP &21 Permanent Signing
B-20 SP &22 Pavement Marking
Estimated
QuantHy Untt Unit Price Amount
1 LS $ 7�� � $ �D �
7
2 EA �� � � /� o0
s � $ 2i 2so i3, s�D
1 tS $ � bd � $ �'oG�D �
1 LS $ � �'DD °� $ �{ DD �
TOTAi. SCHEDULE B: � ��
SCHEDULE C — MARINE DRIVE
�
—
i �� �
Item Ref Estimated
No. to Spec Description of Item Quantity Unit Unit Prtce Amount
C-1 1-04 Minor Change 1 EST $1.00 $1.00
C-2 1-07 SPCC Plan 1 LS $�,� °= $2�p �
G3 1-09 Mobiliza�on 1 LS �$ ��� o° $ 7 s � ��
C 1 Project Temporary Traffic 1 LS $
Control � $ °O
l�� �� �l D�fl '
C-5 2-01 Roadside Cleanup 1 EST $1.00 $1.00
C-6 SP 4-04 Crushed Surtacing Top 60 TON $ ,�o $ �
Course � $q 11 3+fo �
C-7 SP 5-04 Fiber Reinforced HMA CL. 1/2 330 TON $ � $ �
in. PG 6422 �25 �� ZSb
C-8 SP 5-04 Commercial HMA 12 TON $$3 $G q9G�
G9 5-04 Crack Sealing 1 EST $1,000.00 $1,000.00
C-10 5-04 Planing Bituminous Pavement 786 SY $�p $� $$ �e� �
G11 7-05 , Adjust Manhole 2 Eq $ 79� O° �� s9y �'
C-12 7-05 Adjust Catch Basin 3 �► $� SO �' $ SO �
G13 SP 7-12 Adjust Valve 4 Eq $ 52 °0 $ d�
C-14 SP &01 Temporary Erosion and 1 LS $ �$ �
Sediment Control 7sp � 7sp "
Clly of Bremerton 233-188B-123
Pavement Preservallon ProJect — O�erley SP-14 July 2014
Publlc Works Agreement Exhlbft A— Scope of SeMoes
It�m Ref Estimated
Plo. to Spec Description of Item Qusntity Un6t Unit PNce Arnount
C-15 SP 8-14 Cement Conc. Curb Ramp 1 EA $ ae $ o°
Type Parallel A 2��b � 2� $�b
C-16 SP 8-21 Permanent Signing 1 LS $ � a vp �° $� 7 DD �
G17 SP 8-22 Pavement Marking 1 LS $�'T60 °� $� 700 �
TOTAL SCHEDULE C: $� 7Z3 6
PROPOSAL SUMAAARY
9. Schedu{e A Subtotal (Bid Items A1-A24): $�! r��, -� � r9
�
I
2. Schedule B Subtota! (Bid Items B9-620): $�( � ZOy �
3. ScMedule C Subtotal (Bid items C1-C17): $ q�� 72 3 6 G
4. �id Proposal Total {Sum of Lines 1 through 3 � �7� . �{39 �
Abov�): �
END OF BID PROPOSAL
CJty of Bremerton 233-188�123
Pevement PreservaNOn ProJecf — ONerlay SP-15 Ju/y 2014
Public Wo►ks Agreement
S'PI4R6D�4RD SPE�I�iCATIONS I�Af� �P�CU►L PR01/I�i06VS
Th� Wor�c on thi� project sh�ll b� accornplished in ac:cmrd�noe witb� the S�ndard Spec'rfications
foc Ro�d, �rid�e �nd Municipal Construction, 2014 edition� �s issued by the Washingfinn State
D�paatda�oent of 'Tr�nsportation (WSDOT) and the Am�ican Public IAlorics Association (I�iVA),
�11�shington St�te Cha�pter (here�er °Standard Specffit�tionse). 'rhe Startd�rd Spec�fications, �s
mat�ified or supplemented by the Amendmsnts to the Stendard Specfficeif�ns and these Spect�l
Provisions, �II of which are m�de a part of the Contrad Documents, shsEl govem all of the Wor1c.
'P'hese Spea�l Provisions �re made up of both Gsner�l Speci�l Provisions (GSPsj from various
��urce�. which may h�ve pro�ect-speccfic fill-ins; �nd project�peci�bc Speci�l Pror►�s(ons. E�ch
provi�ian etther supplements, modifies� or replaces the o�mp�r�ble Standani S�cification� or is
� n�w pr+ovisl�n. The deletlon, amendment, �Itera�on, or �ddition to any subsection or portion of
the St�arid�rd Specificatlons is mearrt to pert�in oniy to th�t pa�ia�lar portion of the section, and
in no way should it be interpreted th�t the balanoe of the sectEon does nct app�r.
The project-speafic Special Prcvisions are not lebeled �s such. The GSPs ene labeled under the
headers of eech GSP, writh the dete of the GSP end it� souroe, as followrs:
(AAay 18, 2007 APWA GSP)
(August 7, 2006 iNSDOT GSP)
Also incorparated fnfi� the Contrect Documents by referenoe are:
• Manual on Unif�m� Trafffc ConGrol Devices for Streets and Highways, curnently
adopted edition, with Washington Stete mod�cations, if any.
� SYendand Plsns for Road, Brldge and Municipa! Construct�on, WSDOT/APINA,
cument edition.
o City of Bremerton Sta�ndard Drawings.
• City of Bremerton Standards for Woric in the Right of Way.
The Contractor shall obtain copies of these publlcations, �t the Contractor's own expense.
cYryry ore�emerturi
Pave,neM Prese,►�ore Pr+ojea - o►re►�ey
Publ'ee Works A�ryeement
2s3-re�iz3
5R18 July 2014
Standmd Speclf'ecatbns end Spepe! P+rovlatons
This Page Intentionally LeR Blank
�� °f �� 233-1886�?23
Pevement Pieservallon ProJect — O►rerlay SP-97 J 20l4
P�bl'rc Wo�lrs Agieement Stenderd SpecAicaflons end Spedal Pro�vlsbns
��seo� �
������. ��c�u�����°rs
'I-01
1-09.3
DE�INB'P70NS AND'6'�RA�S
Def�n6tions
(A9�rch 8, 2013 APWA GSP)
Delete the f�eadin� C�nple4f� D��s and the three par�gaaphs that follow it, �nd replace them
with the foll�wing:
�r �;���:��,�
�ial D�eaing De�e �
Ti�e date on which the Contracting Agency publicly opens and resds the Bids.
�wr�rd Dai�e
1't�e date of the formal decision �f the Contrac6ng Agency to �ccept th� lowest r�spansible
and cesponsive Bidder for the Work.
Cont►� Ekecution D�i+e
The dame the Contractir� Agency oificially binds the Agency to the Contred.
JYotr� tm Pi+oceed Daie
The date stated in the Notice to Prooeed on which the Contrect time beg�s.
Sul�s�antlal Ccrn�letlon Dat�e
The dey the Engineer detenmines the Cor�tr�acting �lgency has full and u�restrlcted use
and benefit of the facilities, both from the operattonal and safety standpoint, any remaining
treffic disrup�ons will be rare snd brief, and only minor incidental wcrk, replaoement of�
temporary substftute facili�es, plant estabiishment periods, or correcSon �r repair remains
for ti�e Physical Compietion of the total Contract.
Pi�ysica/ CompJetlon Dat+�
Th� day all of the Wark is physically completed on the project. All dac�mer�tation required
by the Contract and required by law does not neoessarlly need to be furnished by the
Contractor by this date.
Cvmpletfot� D�fe
The day all the Woric specified (n the Contract is co►npisted and all the obligations of the
Contractor under the cx�ntract are fulfilled by the Contractor. Ail documentation required
by the Contract and required by law must be fumished by th� Contractor before
establ6shment of this date.
FBna! Accepfenc� D�4e
The date on whicl� the Contracting Agency acxepts the Work as complete.
ary olB+emerron
Psv�ement Preserwafla+ ProJect — Overfey
Pub�c Wou'ks �4�ement
SP-18
233-l8B�123
July 2014
Divfsion 1
Supplement this section with the following:
All references in the St�ndard Spec'�fications Amendments� or WSDOT General Special
Provisions, to the terms 'State°, °Department of Tr�nsport�tion°, `UVashington St�te
Transportation Commission', ° Commission°, "Secret�ry of Transport�tion", "Secretary",
"Fle�dqua�rtersa, and "State Tr�asurer sh�l! be revised to read "Cor�tracting �qenc�'.
All references to °Stat� Materi�is Laboratory° sh�ll be revised to read, ° Contrecting qgency
designated loc�tion°.
AIP references to �in�l contract voucher cert'�'ication° sh�ll � irrterpreted to mean the final
payment form establishsd by the Contracting Agency.
The vanue of aU c�uses of action arising from the advertisement, auvard, execution, and
performance of the contrect shall be in the Superior Court of the County vut�sre the Contracting
Agency's he�dqu�rters ane iocated.
Additive �
A supplementa! unit of vvork or group of bid items, Identfifed separa4ely in the Bid Proposal,
which may, at the discretton of the Contracting �gency, be auvanded in add+tion to the base
bid.
Altern�te
One of two or more units of woric or groups of bid �ems� identified separstely in the Bid
Proposal, from which the Contracdng �ency may make a choics between different metPiods
or material of construction for pe�forming the same woric.
Busi�ss Day
A business day is any day from Monday through Friday except hoiidays as listed in Secfion
1-08.5.
Contract Bond
The definition in the Standard Specifications for °Contract Bortd° applies to w�etever bond
form(s) are required by the Contract Documents, which may be a combinetion of a Payment
Bond and a PerFormance Bond.
Contract Docuroree�rts
See definition for "Coritraact".
Contra�t Tiatse
The pe►iod of time established by the terms and conditions of the Contract within which the
Work must be physically completed. .
Notice of �lwrard
The written notice from the Contrecting Agency to the sucoessful Bidder signifjring the
Contracting Agency's acceptanc� of the Bid Proposal.
C►ly of &emerton 233-1896123
PeNementf�resenrafion Piafsct — OwsrlsY SP-19 Jtdy2Df4
Public Waks Apreement Divlsivn i
N�ic� @o Peoce�d
The written no�ce from the (:ontracting ll�qqency or Engineer to the Contr�c�or authoriz�ng and
dir�ecting the Contractor to proceed with the Work �nd establishing the d�te on which the
Contract time beglns.
Tra�ic
Both vehiaal�r and non-veh6cul�r treffiic, such �s pedestri�ns, bicyclists, a�rhe�lchairs, and
equestri�n traf�c.
'��02 �ED PEB�ED�B�� �D GOND1110N�
1-02.'Y PreQu�l6f6cat6oae � BidtBe�s
(January 24, 20t 1 AP41/�1 GSP)
Delete Sectlon 1-02.1 and repl�ce it wnth the followtng:
9-02.1 Qualiflc�tions o� Bidder
Be#ore auvar�d of e public urorks oontraCt� a btdder mu�t meet at least the minimum
qualifications of RCW 39.04.35Q�1) to be oonsidered a responsible bidder arid qualifled to be
awarded e public vvorks projec4.
1-03
9-03.3
AWARD AND EXECU110N O� CONTRACT
Execution of Conbad
Delete the first paragraph �nd rep�ace it with the following:
The Contractor shall sign and execu#e the oorrtrad within five (5) deys after receiving the
oontred for execution. The City may execute a No�oe to Prooeed as eariy as three (3) days
after reoetpt of executed coretrect from Gontractor.� �
1-04
1-04.2
SCOPE OF 1NORK
Coor�Bina�ion afi Contract Documents� P�ns, Sp�ciai Provislon�.
Spscffica4ions, and Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
My inconsistency in the p�rts of the contract shall be resolved by following thfs order of
pr�ecedence (e.g., 1 presiding o�rer 2� 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposel Form,
3. Specfal Provisions,
� ����� 233-189�123
Pevemelrl Preae�vation P�vjecl — Ove►ley SR20 July 2014
PuWk Wb�a A�SBn�eI� Dhrislor� i
4.
5.
6.
7.
8.
Contract Plans,
Amendments to the Standard Specifications,
St�nd�rcl Specffications, �
Contracting �gency's St�ndard Pl�ns or Det�ils (if any), �nd
W�DOT Standard Plans for Road, Bridge, �nd lVlunicip�l Constnaction.
9��4.6 1/�riation in Estir�at�d Qu�ro�tles
Delete tt�is section �nd neplace in its entirety uv�th the following:
'�he quant�ties showrn for each bid item in the Propose! �re to provide � common propc�sal for
bidders. ?�ctual quantities will be determined in the field as the v�ork progresses, and Nr11i be
paid at the oeiginai bid price, reg�rdless of final quantity.
3-05
'0-05.11
CONTRAL �F WORK
Final In�pection
(Oc+tober �, 2Q05 APWA GSP)
Delete this secti�n and repiace n with the following:
1-05.1 t Final Iresp�ctioras and Operatlonal Testing
1-05.11(1� Substantiel Compl�ttion D�te
When the Coritractor considers the wo�lc to be subst�ntially compfete, 4he Contractor shall so
notify the En�ineer and request the Engineer establish th� Substantial Commpletion Da#e. The
Contractors request sh�ll list the specific items cf work that remain fo be comple#ed in orcler
to reach physicel oompletion. The Engineer will schedule an inspection of tt� woric with the
Contrac#or to detemnine the status of completion. The Engic�eer msy also establish the
Substantial Comple�on Dete unilateralty.
If� aRer tfiis inspection, the Engineer concurs with the Conhactor th�t the worlc is substantially
comple#e and ready for its intended use, the Engineer, by written notioe to the Contractor, will
set the Substantial Completion Date. If, after this inspect�on the Engineer does rwt consider
the work substant�ally complete and ready for its intended use, the Engin�er wili, by written
notice, so notify the Contractor giving the reasons therefore.
Upon reaeipt of written notice concurring in or denying substantial oompletion, whichever is
applicable, the Cor�tractor shall pursue vigorously, diligentiy and without unauthorized
interruption, the work necessary to reach Substantial and Physic�l Completion. The
Contractor shall provide the Engineer with a rev(sed schedule indicating when the Contractor
expects to reach substantial and physical completion of the work.
Giry ot sreme►ror� 233-1ES612a
Pevement Preservati�cn ProJect — Oveday SP-21 July 2014
Publlc INorks �greement Di►�eion 1
The above process shsli be repeated until the Engtneer esf�blishes the Subste�tial
Completion D�t� and the Coc�tr�ctor c�r�sfders the worlc physic�lly oompiete and ready for
fln�l inapec�ion.
1-0�.1�0(2) �i��l Inspec4i� and Ph�e�B Corr�pi�tion �te
When the Contractor considecs the wor& physically c�rnplete and ready for finel insRection,
the Contractor by written notioe, sh�ll request the Er�ir�ee� to schedule a�nal inspection. The
Engine�r wriil set a date for finai inspedion. The Engineer and the Contractor wiil then make
a final inspection �nd the Engi�r wn'll notify the Contredor in wrriting of al! p�rticulars in which
tFoe final inspection reve�ls th� wotic incmmp�ete or un�oceptable. The Contractor shail
imrnediately take such vorrective meesur�es as are necess�ry to nemedy the listed
defiaencies. Corrective work shall be pursued v�goa+ously� diligently. and without interruption
ur�til phystcal compl�tion of the list� deflciencies. This pnoc�ess will continue untii the Engineer
Is satisf�ed the listed deficlena;iss have been coraec��d.
If action to c�rrect the list�ed defiaenc�es is not inetiat�d wothin 7 d�ys after receipt of the written
notice lis6ng .tl�e deficienci�s� fhe Engineer may, uRon written notiae to the Contractor, take
wrhatever steps ar+e neoessary to oorrect those de�fi�ncies pursu�rrt to Sec�ion 1-05.7.
The Contrec�or v�ll not be ailowed an extension of contrect time because of a delay in the
pertormance of the work attributeble to the exencise of the Engineer's r�ght hereunder.
Upon oortedion of all deficiencies, the Engineer will notiify the Contractor and the Contracting
�gency. in wrtitlng, of the date upon vuhfch the �rooric was considered physically complete. Th�t
date shall oonstitute the Phystc�l Completicn Date of tt�e ooMrac� but ehaA not imply
acceptanoe of the work or that all the abli��ions of the CoM�actor ur>der the oontract have
been ful�lled. '
1-05.11(3) O�erat6onal Testlne
It is the t�ent of the Contractlr�g Aeency to have at the Physical Completion Dafie a complete
and op�rabie system. Therefore when ti�ee work invoi►�es the installation of machinery or other
mechanical equipment; street IighUng, electrical distr+butlon or signai systems; irrigation
sysfiems; buildings; or other similar work it may be desireb0e for the Engiozeer to have the
Contractor operate end test the work for a perwd of �me after fina6 inspection but prior to the
physica! completion d�te. Whenever items of work ar�e listed in the Contract Provisions for
operetior�l �esting they shall be tully tested under operating conditions for the time period
speclfied to ensur�e their accepfabllity prior to the Physlcat Completion Date. Du�ing and
folbwing the test period, the Corrtractor shall corneCt any items of wortcmanship, matertals, or
equipment which prove fautty, or that are not in first class opereting condition. Equipment,
elec#rical oontrols. meters, or other devices and equipmerrt to be tested during this perlod shall
be tested under the observation of the Englneer, so that the Engineer rr�ay determir� their
suitabilltyfor the purpose for tivhich thsy were instaUed. The Physlcal Cornpletlon Date c�nnot
be established until testfng and comectlons have been completed to the satisfaction of the
Engineer.
The costs far power, gas, labor. material, supplies� ar� everything else needed to suxessfully
compl�te operational testing, shall be induded in the unit cantract prices related to the system
being tested, unless specifically set forth othenivise in the proposel.
�Y ��� 233-1896-i23
Pev�mentAaservaNan P�cfsd — Overiey SF�22 July 2014
PuWk Wbrlcs q�reenreaf Dlvfalon i
Operational and test per6ods, vuhen required by the Engineer, sh�ll not �ffect a m�nufacturer's
guarantf�s or warranfies fumished under the terms o� the oontract.
(October 1, 2005 APtN�4 GSP)
Add the follov�ing new section:
1-05016 I��ter �n� P�+rer N�w S�ction
The Contractor shall m�ke necessary arrangemerrts, �nd shall bear the oosts for powrer and
w�ter necessar�r for the perEormance of the wrork, untess the contract inciudes aower and
wiater as a pay item.
1-07
1 �07.1
LEGAL REL�►°�IONS aND RESPONSi�iLIT1ES TA TFdE PU�LiC
L��r� to b� O��rvecl
(4ctober 1 � 20�5 APWA GSP)
Supplement this section with the foltowir�g:
in cases of contlict between different safety regulations, the more stringent regulation sha!!
apply.
The Washington State Department of Labor end �ndustries shail be the sole and paramount
administr�tive agency responsible for the admin�stret�on of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WtSHA). �
The Contractor shall mafntain at the pro3ect site offioe, or other weli-known place at the project
site, all artides necessary for providing first aid to the injured. The Contractor shail ssteblish,
publish, and make known to all employees, procedures for er►suring immediate removal to a
hospital, ar doctor's caare, persons, including employees, wrho may have be�n injured on the
proj�ct site. Employees should not be permitted to wo�C on the project site before the
Contractor h�s established and made knowrn prooedures for removal of injured persons to a
hospit�l or � dACtor's care.
The Contrector shall have sole responsibllity for the s�fe#y. efficiency, and adequscy of the
Contrector's pl�nt, �ppliances, and msthods, and for any darnage or injury nesulting from their
failure, or impe�oper maintenance, use, w operation. The Contrac#or shall be solely and
complstety responsible for the cenditions of the project site, including safety for all persons
and property in the performance of the raork. This requirement shall apply �ntinuously, �nd
not be limited to normal working hours. Tfie required or implied duty of the Engineer to canduct
construction review of the CoM�ctor's performance does not, and shall not, be intended to
include reviewr and adequacy of the Gontracto�s safety measures in, on, or near the project
site.
�ly �,g��� 233-9888-123
Pav�erne�( WeservaNan P�ject — Oveday Slx23 July 2Dt4
PuWic Wb�*sAgneement DIvlslon 1
�-o7.�s
'��07.'@5(1�
T�anpor�ry �at�r PollutionlErosi� C�r�D
Sp6�1 P�V�6DtIA�6 Corotro! �nd Coaan���suns Pa�ra
This ffiection i� suppi�mented with the following:
Th� C�ntr�ctor shall address the follow►ing items 6n th� SPCC Plan in addition to the
r�a�irements of Section 1-07.15(9):
PUlixio�g� Tr�rasfe�a� mmn� Stoea�
�. �41f o09� fuel or chem6c�l storsge tanks or cont�6ners sh�ll be diked and located on
irro�rvious su�faces so as to prevent spill from escapBng.
2. A!I liqu6d product� sh�ll be s4ored �nd mixed on impervEaus surtaces in a secure arater
tight environm�nt and prov6de oont�inment to handle the maximum volume of tiquid
products on-site at �ny given time.
3. Proper security sh�ll be maintained to prev�nt v�ndalism.
4. Drip pans or other protective devioes shall (� r�q�e�d for �6! transfer oper��ons.
�p61ts
P�iM �nd scEvent spills shall be treated as oil spills �nd sh�ll b� pr�evented from reaching
storm alra�ns or other dfscharges. No cl�nin� sofvents cr chemicais used for #ool or
equapmerot cEeaning rnay be discherged to the ground or water.
lt�air�er�nce o$ Equipment
Fuel ho�es, oil dr�ms, oi1 or fuel transfer valves and fittings, etc., shali be checiced r�ularh�
for drips ar I�aks and shell be ma�intain�d and storded properly to prevent spills into Stete
a►aters.
DisR�l
Sp�Oted �vaste� chemicals or petroleum products shall be b�nsported off-site for disposal at a
facility approved by the Department of Ecology. The materia�ls shall not be discharged to any
senftery sew+er without apprav�l of the local sew�er a�thoriiy.
Rs�ort6�e� and Cleanup .
The Cont�ctor's de�ignated person for man�gir�g and implementir�g the SPCC Plan shaii
report hazardous m�terial spfl6s as follows: �
Spills into State ww�ter (including ponds, ditches, seasonally dry stneams, ar�d wetlands) -
Immediately call all of tfie following:
National Response Center
WA St�te Div. of Emergency Management (24 hr)
Eoology Ptorthwast Regivna! OFiice
1-800-�424-8802
1-800-25�5990
(425) 649-7000
Spill to Soil (Including �ncounters of pre-existing contaminat6on):
Ecotmgy Northwest Regional Of�ice (425) 649-7000
CJty of BremerMn 233-'l898�423
Pev�menr Pies�vswn �ecr - ove�ay sP 24 Jury 20�0
P�,ari� vvorks �ea,nent ouvi�icn �
Report immediately if thre�tening to h�al� or environment (i.e., explosive, flammable, toxic
vapors, shallow groundwater� ne�rby cra�k), othervvise vdithin 90 days.
Underground Stor�ge T�nk (confirmed rele�se of material):
Ecology Northwrest Regional Off�ce (425) 649-70�
Report wi�hin 24 hours
9m0'Y.23
1-07.23(1)
P�blic Conven6enc� and Safe�r
Cons�ct4on Under T'c�ffFc
(January 2, 2012 fA/SDOT GSP, Option 2)
Section 1-07.23(7) is supplemenfed vv�th the foftowir�g:
1lYork Zone C6e�r Z�rre
The VUork Zone ClearZone (1NZCZ) appl6es during working and nornvo�lcing houcs. The WZCZ
applies oniy to temporary roadside objects introduced by the Cor�tracto�'� oper�tions �n� do�s
nof apply to pree�asting conditions or permanent Work. T'hose work operations that �re
actively in pr�r�ss sh�A be in sccordar�ce with �dopted and appraved Traffic Control Plans,
�nd other contract requir�ements.
During nonworking hours equipmenf or materi�ls shall not 1� wi3hin the WZCZ unless they
are protected by permanent guardr�il or tempore�ry concrete barrier. The use of ternpor�ey
concrete bartier shall be permitted oniy ff the Engineer approv�s the inst�llation end location.
During actuat hours of work, uniess protected as described above, only meterials �bsolutely
necessary to c.onstruafion shall be within the WZCZ and anly construction vehicles absolutely
necessary to constructlon sh�ll be allowed within the WZCZ or allowed to stop or p�rk on the
shoulder of the roadway.
The Contracto�s nonessentiai vehicles and employees priv�te v�hicles shall not be permitted
to park within the WZCZ at any tlme uniess profe�ted as d�scxibed above.
Deviation from #he above requirements shall not occur unless the Corttractor t�es requested
the deviation in writing and the Engineer has provided wrritten approval.
Minimum WZCZ distances are measured from the edge of treveled way �nd will be
determined as follows:
MBnOrr�um Work Za�ne C)��r tone Distsr�
CRy of Bremerton 233-1898-123
Pav�ment Preservstan Profecf - Overlsy SP-?5 JuJy 2014
PuMk Waks Agreement �� �
* or 2-feet beyond the outside edge of sidewalk
1�� �9tO�ECU'PIOPd �� PItO�RES�
ra�ay z5, zoos�w� �sP�
Add the following ne�r section:
'�-0�.� Pr�el6rr�oouo°�v M�t�
(October l0, 2�08 APlN�4 GSP)
Add th� folBow6rig �ew sea�ion:
t-0�.0(#} IPr+�r�s4rttctioa� Corof�renc�
��w �c�6oa�
N�c S�ion
Prior Qo th� Contr�ctor be�inning the �rork, a precoa�structlon conferenoe wi61 be held befiaeen
the Coejb�c�r, the Engineer, �nd such other inter�sted partie� as m�y Ise invi�d. The
p�►rpose of the prec�onstruc�on oorof�rence wiN be:
1. To review the ini�al prog�ss schedule;
2. To establish � working ur�derstanding arraong the v�rious psrties assQCiated or
affected by the work; .
3. To est�blish �nd r�vi�w procedures for progress payment, notlficaQions, appr�ovals,
submittals, etc;
4. To establish normal wor�c6ng hours for the work;
5. Tq naview ssfety standards and traffic control; and
6. To discuss sud� other related iterns as may be pertinent to the work.
The Contrector shall prepare and subrnit at the preoonstruction oor�ferenoe the fo0lowing:
1.
2.
3.
A breakdown of al! lump surn items;
A pr�liminary schedule of workir� drawing submittals; ared
A list of material sources for approvel if epplicable.
(March 8, 2013 APWA GSP)
Add the folbwing new section:
1-G8.0(2) F6our8 a# Work
New Section
Exoept in the ca�se of emergency or uniess otherwise epproved by the Contracttng �gency.
the norm�E streight �me woricing hours for the Contrac� shall be eny consect�ttive &hour period
betuveen 7:00 a.m. and 6:00 p.m. of a working day uvoth a maximum 9-hour lunch break and a
5-da�y work week. The normal straight �me &h�ur wrorkireg period for the �ontract shall be
esteblished �t the precmnstruction coriferenoe or prior to the Corttractor oommencing the wo�#c.
Written permission from the Engineer is required, if a Contractor desi�s 4o perForm work on
Piolidays, S�turdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. an arn+ day; or longer
Clty of Bremerton 233185�l23
Pevement PneservaNw► Pra�(ec1— �v�arley SR26 Juty 20'14
PubsGC Wmks �t Dh�n !
than �n &hour period on �ny day. The CoMractor shell appl� in writing to the Engineer for
such permission, no later than noan on the working day prior to the dey for which the
Contr�ctor is requesting permission to v�ro�C.
Permission to work betuv�en the hours ef 90:00 p.rn. and 7:00 a.m. during wee�days and
befiNeen the hours of 10:Q� p.m. and 8:00 a.m. on weekends or holidays m�y also be subject
to noise control requirem�nts. Approv�l to continue e�o�c during these hours may be revoked
�t �ny time the Contractar exc�eds the Contracting Agency's noise control re�ul�tions or
oompl�ints are recei�red from the public or adjoining property owners regarding the noise from
the Contrector's oper�tions. The CoMraector shall have� no daim for damages or delay� shoutd
such permission be revoked for these reasons.
Pemnission to uvork Satuni�ys, Sundays, holiday�, or other than the agreed upon normal
straight time woricing hours Monday through Friday may be giv�n subjeM to certa6n other
oonditions set forth by the Contracting Agency or Engineer, These r�nditions may ind�de but
are not limited to:
• The Engine�r may require designated representatives to be present during the �wrork.
Representatives who rtaay be deemed necessary by the Engineer lnclude, but are
no4limited to: survey cxewts; personnel from the Contrac�ing Agency's ma4erial
testing lab; inspecto�s; and other ContracRing Agency employ�aes when �n the cpini�n
of the Engineer, such work necess"�tates their presence.
• On non-Federal aid projects, requiring the Cont�ctor to reimburse the Cor�trecting
Agency for the c�sts in exc�ss of straight-time costs for Contracting Agency
repr�esentatives udho worked during such times.
e Cons�dering the work performed on SatUrdays, Sundays, and holidays as worlcing
days with regard to tt�e contrac# time.
0 Considering multiple work shifts as muftiple working days with respect to oontract
time, even tf�ough the multlple shifts occur in a single 24hour period.
1-Q8.5 Time for CompBe�6on
(Msr�ch 93, 1895 WSDOT GSP� Option 7�
Section 1-08.5 is supplementad with the following:
This project shall be physlcafly oompleted within "'"*30°"" worlcing days.
9-08.g Liquidated Darnages
(Augusf 74, 2013 APWA GSPJ
Revise the fourth paragraph to r�ad:
Wher� the Contract Work has progressed to Substsntial Completion as defined in the Contract,
the Engineer may det+ermine tha# the work is Substantially Complete. The Engineer will notify
#he Contractor in writing of tt� Substanli�f Completion Date. For overruns in CAntract time
occurring after the date so est�blished, the formula for liquidated daonages shown �bove wfll
nvt apply. For ov�rruns (n Contract time occurring after the Substan�ial Completion Date,
liquidated damages shall be essessed on the basis of direct engineering and rel�ted costs
asslgnable to the project until the actual Physical Completion Date of all the Contrect Work.
Cny of 8rerr�ton 233-189�f 23
Pavernent Presen►atJa► PreJect — Ovoe►iey SP-27 July 2ai4
PubBc Wbrtca Agnee►nent Divtslon 7
�
9
The Contractor shall complete the remaining Woric �s promptly �s possibl�. Upon requ�st by
the Projec� Engineer, �e Contr�ctor shal! furnish � written schedule for completing the
physical Work on th� Contract.
1m0�
9r0�.g
�E�SUREMENT e�D PAYMEN`�
P���
(Jun� 27, 2011 VP/SDOT GSP)
Add the following new sec�on:
1-09.9(1) it�iroa��
Section 1-09.9(1) cflr�tent and titl� i� deleQed and replaoed with th� followi�g:
Vac�nt
�0-10
9-10.2
1�'90.Z(1)
Te�w���Y ��rc c��rROI
Tra�c Corrtrol IYb�na�eeedeeet
Ge�er�l
�Dacember i, �008 WSDOT GSP)
Sectiooi 1-10.2(1) is supplemented with the followir�:
I�ew S�ien
Only training with WSDOT TCS c�rd and WSDOT training curriculum is r+�c�agnf¢ed in the
State of Wa�hington. Ttie Traftic Control Supervisor shall be cer#if�ed by one of the follawing:
The IVorthwest Laborers-Employers Treinirlg Trust
27055 Ohfo Ave.
Kingston, WA 96346
(360) 297-3035
Ever�r�n Safety Council
401 Pontius Ave. N.
Seattle, WA �8109
1-80a5521-0778 or (206) 362-4080
The American Treffic Safety Servic.�es Associ�tion
15 Rfverside Parkway, Suite 1 DO
Frede�icksburg, �rgir�i�o 22406-1022
Training Dept, Tol{ Free (877) 642-4637
Phone: (540) 368-17�1
CI�y � &emerta+
Pavamant PreaervaYon PhoJect — OverlaY
Pub!'rc wixira Agr�emenf
SP-28
Y33-1696-123
Jtdy 20t4
DIvlsfa►► f
7��o.��z� �r�� co�oi �o���
Suppl�ment this secti�n with the following:
�vel�pm�r�@ of T�npa�ry Trafflc Co�r�l P9�n
Devefopment of a Temporary Traffic Control Plan shatl be the responsibility of th� Contrac�or.
Costs for the Temporary Traffic Control Plan shall be induded in th� lump sum costs for
"Project Tempor�ry Tra�ic Control". Applic�bls WSDOT St�ndard Pl�ns ar� accept�ble far
the Contractors use in developfng �is Plan. The Contractor shall submif his Temporary Traflic
Control Plan for the Engineer's review five vHOrking days prior to th� Preconstruction Meeting.
The Engineer shall review the Plan arad at the Preconstructbon �lleeting glv�e v�rritten approval
or discuss the revisions required. Subsequent reviews or revis6ons� if required, shafl be
�cc�mplished by the Engineer within 5 working days after submittal. No woric shall be
undertaken until the Contractor has writt�n approval of the Temporaery Tr�ffic Control P�n.
'.� o.a
��10.�'�
�a�a�ure���t
I.urrop Sum Bic1 for Project (Wo Unit ltems)
(August 2, 2004 V9�SDOT GSP)
Supplement th)s section with the following:
The praposal corrtains the item °Project T�mporary Tra�ic Control,° lump sum.,The provisions
of Se�n i-10.4(1) shall appty.
END A� DgVIS10W i
Gty of &emerton 239-f 886i23
Pevement Wesen�stlon Rofecl— Ove►iey SP-28 July 20�4
PubNc Works Ag�ement
OVvJslon 7
TFeis Page Intentio�ally Left Blank
�, ���� Z33-f896-123
pevement P►eservatior� ProJect — Ovedey SR30 July 2014
PUWIa WbAcs Ag►eement � Divislon 1
Diill�lO�C +4
�A3ES
���
4�44.9
�e�E�.�ST �D C�U�HED S4�R�A�QPdG
-,;__ . ,
Section 404. � i� supplemented with the follnwing:
The UUork shall indude, as directed by the Engineer, subgrad� excavation in pavement repair
areas and placement of crushed s�rtaang top course to the lines and grades shown in the
Plans.
�0�4.5 Pay�roent
Section 4-04.5 is supplemented vuith the following:
Th� unit contract pric� for "Crushed Surtacinp Top Course° shall include ail costs for subgrade
excavatian, hau1, placement, and c�mpacti�on of tiop course in pavement repair are�s.
END O� DMSiON �
crry o�a►+e►ne,ton z�-re��2a
� n� ��Project - Ovarley SR3! Jufy 2014
DlvisJon 4
T'his Page Int�ntion�lly L�ft �I�nk
Cfly of B+amerfon 233-1@86-123
Pav�nent Pr�servallon P%lecf — Overley 5P-32 July 2a14
Public Wcrlcs Ag�eemeni plvlslon 4
���SBO�t 5
Sl9RFAC� TR��T�EN� At�l� �A9l�AAE�dTS
5�04
5�04.3
5-04.3(3)
5-0�.3(3)/�
HO`P RI�IX ASP�ALT �
Coe�stpuctior� Ra�guirerm�r�
H� 19�ix �ph�ft Pa�a�
Mate�iaB Tr�e9s�er �viceNehi�e
(�4ugust 3, 2009 Vl/SDOT GSP)
S�ction 5-04.3(3� is supplemented writh the foElowing:
Section 5-04.3(3)A is deleted in its er�tirety.
5�04.3(5)
5-04.3(5jE
Cortd6tioning of Ex6s�ia�p Se�efao�
P�v�ment R��ir
The seoond paragraph of this sec#ion is reWised to read as follows:
The minimum �nd m�aximum width of any pavement repair shati be determined in the field by
the Engineer. Before any excavadon, the existing pavement she�ll be saw cut or shall be
removed by a pevement grir�der. Plac�rnent of Commerciai HiVIA shell be in maximum 2-inch
compacted lif�s.
This section is supplemented with the following;
Before the repair is constructed� all pavement cuts shail be trued so that the m�rginal lines of
the patch will fiorm a rect�angle with reasonably straight edges and vertical faces. After the
subgrade has been prepared and CSBC pla�d and compacted. Commercial HMA shall be
plaoed to a thickness as shown in the P�ns or as directed by the Engineer. The edges of the
existing asphait pavement shall be painted with hot esphalt oement or asphalt emulsion
immediately before placing the Comm�rcial HAAA. The Commercial HNIA shall then be placed,
leve0ed, and compacfed to cor�form to all the adjaoent paved surFaoes. Immediately thereafter�
all jolnts befween the new and original asphaft pavement shall be painted with hot asphalt o�
asphal# emuision and be covered w)th dry paving sand before the asphalt solidi�res. The
msterial for tacking the bottom and sides of repairs for asphalt c�ncrete shall be CRS 2
cationlc emtafs�ed asphalt per Section 9-02.1(Bj of the Standard Specifications. For seating
the edges efter placing !he Comerclal HMA, the Contractor shafl use a light cutbacic, AR4000
curing liqufd asphatt, end then s�nd the surface to pr�►rent tr�cking.
As directed by the Engineer, are�s of asphatt concrete pavement disturbed by the Contractor's
operations shall be r�paie�ed as shown in the Plans to tt�e limits determined by the Engineer.
Costs for these repairs shall be bome solely by the Contractor.
Clty of 8remerton 233-188�123
Psv�ement Prese�vetion P�ject - Ov�arl�y SP�? � July 2014
Pablic War�rs Ag�eemeiH Dh�lsion 5
�-04.3�7)
5-04.3(7)A
Pre�r�tEon of �gat�ss
Allix De�ipn
Delete this se�ti�n �nd repl�oe it uvi� the folloe�ng:
Genee�0. Prior ta the produc�on of WMA, the Contractor shalE defi�rnnine e d�ign
aggr�eg�te sUucture end esp��lt binder conterrt in eccord�ncs w�tth VVSDOT St�nd�rd
Oper��ng Proc�dure 732. Once fhe design aggre8�te stn�cture �nd asphelt binder
content have been d�terrnin�. the Contr�c�or shall submit the HN8,4 rreix design on DOT
fomn 350-042 demonstra�ting the des�gn meets tt� r�uir�ements of S�ons g-03.8(2) �nd
9-03.8(6). 6iN1A aco�pted by nonsta�stic�l �v�lraation requir�s a mix desi�pn v�rificafron.
For FiA+f�► �coepted by c�mmeraal ev�fuation only the first p�ge of DOT fo�m 350-042 �nd
the peroent of asph�lt binder is nsquired. In no case sh�ll the peaving t�in be�r+e th�
determinetfon of anti-strip requiremerrts h�s b�en m�de. l�ti-strip req�EremeMs will be
debemnined by:
a.
�
c.
Testing by 1PVSDOT in ac�ordence with TPN 718.
Testing by Contr�ctor in �ccordence v�i8h WSDOT TM 718.
FBistorical �ggregate sour+ce ant�trip use prmvided by WSDOT.
The mix design witi be the inf�el Job (1Aix Formula (JNIF) for the HAAA beir�g produced. My
�dditional adjustments to the JMF will require the appr�ov�l of the Project Eng6neer and
may be made per 5ec�ion 9-03.8(7).
2. N9ix DesDgn Verificatlon. Verrifiication shaN be accomplished by on� of the foilowing
prooesses:
a. The corot�acting egency wiU perform tes4s to veriFy the mix design in acc�rdance writh
the Field Ve�tfica�on Testlreg Pr�oess.
b. Referenoe a mix des�gn that h�s been previ�usly ve 'rrf'ied by the Field Vsrfication
Testing Process ar ve�ified by WSDOT State Materials Lab on a previous projed.
c. Pertorm Field Verffic�tion Testing on a sample of HMA provided by the Contractor
prior to paving.
Mix des�gn verifice�on is valid for one year from the date of v�riftcetlon. At the discretion
of 4he �ineer, agenci� may accept mix designs verified beyond the v+erif'�cat6on year
with oertific�tion from the Con#ractmr that the materiais and sources are the s�me as those
shown on the ori�inal mix des��.
3. �ie0a! V�rifi�tion Testin8 Processe The Contractireg �gency wrill oollect three Production
Samples cf HAAA on the flrst d�y o# p�ving per AAS6-iT0 T 168 sampling proc�edures.
a. The Contr�cting agency will test one Production S�mple in acoondance w�th sect6on 5-
04.3(8�► for field verification per the requirements of Section 9-03.8(7).
GYty of Bremerton 233-188�123
Pev�ement Reserv�lan Phq�ed - OMerJey SR34
July 2014
PLDNc W6�cs A�ent DUvlslan 6
b. �f the test results from the first Produdion Sample mre within the 4o9erances of section
9-03.6(7), the mix design wiil be considered verOfied and fhe test resu(ts wilf be used
�s �ccept�nce sample number one.
c. tf the test resutts from the first Production Sarnple sre outside the tolerences of section
�-03.8(7)� th� other iwo s�mples will be testcd and the resutts of all three tests wilt be
used for acceptance in acco�dance wiith Section 5-0�.5(1) and will be used in the
calculation af th� CPF the maximum CPF �hall b� 9.00.
4. Prior to the first d�y of p�ving� six lgnition Fumace C�libr�tion S�mples shall be obtained
to c�librate the lgnition Fumaces used for acc�ptance testing of the HMA. Calibration
s�mples sh�ll be pro�ided by the ConUactor when direct�d by the Engineer. Calibration
s�rnples shall be prepared in accmrdance with WSDOT S4P 728.
5. Desi�n �nd P�rf�r�merece — Asphalt �6ber Additive
�. The design of the pa�rement shall be in accordance with the 1893 American
Association of Stat$ Highway and Tr�ansportation Oifici�ls (AASaTO) Guide for Design
of Pavement Sbructures or the Mechanisti�Empirical Pavement Design Guide
(MEPDG).
b. The design of the pavement shall be i�ased on the following parameters:
1. A,4SHT0: The Fiber Enhanoed A.C. Lay�r Coeffiaent = 0.53 (min.)
2. MEPDG: Averege f►Acdular Vafu� =1.44
c. Erot�anced A.C. layer coefficients and moduler value shall be c�librated and validated
with the results of firp scale laboratory, field and/or acxeierated �avement testing
where ac#uaf reinfaroed A.C. sect+ons are tested against cont�ol unreEr�forced A,C.
sections. T�sting of tl�� �iber enhanced AC. material must be done at a certified DOT,
Unive�sity, or other credible testing facflity in the United St�tes. Test results and
c�ntacts of those invo0ved 'm the testing must be provided with the ss�bmittal described
beIOW.
d. Any submittal for an attematnre fiber additive must be submitted at leas# 2 weeks in
advsnoa of the bid date and must be acc;ompanied vvrth the fclbwing: �
1. A design signed and sealed by a professional engineer registered to practioe in
the country. state cr province in which the project is located.
2. A written statement from the altemative pavement design engineer-of-record thet
the design is based on the AASHTO 1993 Pavement Design Guide and uti6zes an
enhanced A.0 .laysr coe�cient that has been propery cslibreted and validated for
the reinforcement of reinfo�cement oi A.C. p�vement in axordance writh this
Section.
�' ��n� 23&1896-123
Peven+e►d Prss�►�atlon Pio�ect — OvariaY SP�35 July 2014
Pub1►C WbrkB AgrasmBM Ohdsfon 5
3. R�ports and shady resuBts fram c�libration �nd validation tests �long with cont�cts
of those involved 6n testing.
4. A list of at l�st 3 proj��Cs vvi�h project cont�cts tha4 have used t� fiber �ddit6v� in
� simil�r A.C. p�vernent �pplic�tion.
SU�MI�ALS:
A. Submit repres�ntative f6ber product sample.
B. Fiber product dat� sheet �nd c�rtification from th� PNanufacturer 4h�t the fiber product
supplied me�t� th� �uiremen$s of this Sec�on.
C. S�bna�t RAa�nufacturer's instrtaa�ons �nd general r�comm�ndaaettions.
MATERIALS:
Fiber R�inforcement. Prov�de fibers conformir� to the requiremer�ts �low. Design asphalt
mix w�thout flber �nd do not alter the fin�l mix design for the edd'r�ion of fiber at the plant.
Use the fiber type specifl�d �t the rete of 1.0 pound/ton of tatai mix.
Phy�tcaB Pr�peet6es:
• M�teM��s
• Lengt�
� Form
� Color
• Specific Grevity
• AadlAlkali Resistanc�
• Tensile Strertg9�
• flAelting Temp�reture
PolyolefiNArami�
W�F
Tw6sted Fibrillated arid Monofilement Fibers
Yellow, Black, Teon
0.91/1.44
i�rt
70�aQ0 psi / 4U0,000 psi
212F / 800F
�6ture�incta6 Ralixl�g Pl�rot:
Fiber Supply System. Add ff�ber manu�lly or through specialized equ6pme� th�t
can eccuretely propor�on or meter, by weight, the proper amount per batd� for
batch plents, or corrtinuously �nd in e steady unfforrn manner for drum plar�ts.
Betch Plant. When a b�tch pl�nt is used, add fiber to the aggregate in the we6gh
hopper and 6ncrease both dry and wet mtxtng �mes. Ensure thet fihe flber is
uniformly distribu#ed before the injection of asphelt cement ir�to the mixtur8.
Drum Plant When a dnim pl�nt is used, inject fibers through th� i2AP collar by
placing 9 pound bags of fbers on the RAP belt or by feeding them lhrough a biower
'tube system. Rate the feeding of fibers with th� rate the plant is producing asphalt
mix. �
Store fib�rs in a dry environment and do not allow them to be in contact with
moisture.
�Y ���+a►i 233-169Gf23
PevemerM Prese�vatian P►ojecf — OvsrJay SP�?B Jufy 2014
PUbAc Warks Agreemenl Divisfon 5
5�04.3(�) �i�rag
5-04.3(�'A
�-m�.3��,��
Acs��n� 5�rn�ol6ng and T��t&n� — HPA� Mfixtuoe
Ge�ral
Delete these secd�ns and replace them with the follow►ing:
,4ccept�nce of HME4 shall be as defined under nonstatistical or commercial evaluation.
Nonstatistical evaluation will be used for all H9�AA not designated �s Commercial HAAA in the
contract documents.
Commercial evaluation will be used for Commercial kIfU9A snd for other desses of HMA in the
foUowing applications: sidewelks, road approeches, ditches, siopes, paths, trails, gor�s,
prelevel, and pavement rep�ir. Oth�r nonstructur�l applications of HIW4 aocepted by
commercial evalua�on shall be as approved by the Project Engin�er. S�mpiing and testing of
HMA accepted by commercial evalua�ion will be aQ the optlon of the Project Engineer.
Commercial HMA can be ac�pted by a cantractor oer�fication letter stating the materiaE
meets the HIVIA requirements de�fined in the coritract.
5�04.3(8)� DeflnfRion of 3ampling Lot an� Subfot
Delete th6s section and replace it with the following:
For the purpo�e of acceptar�ce sampling and testing, a lot is deflned as the totel quanbty of
material or work produced for each job mix formula (.fAAF) placed. Only one lot per mix design
will be expected to occur. T�e initial JM� is deflned In Sea6on �-04.3(7}A Mix Design. The
Contractor may request a change in the JAAF In accordance with Secfion 9-03.8(7). If the
request is epproved, afl of the m�terial produced up to the time of the change will be evaluated
on the basis of tests on samples taken from that material and e new lot will begin.
For p�oposal quantities less than 2500 tons sampling and testing for evaluation shall be
pertormed as described in 5-04.3(7)A, item 3, Field Verification Testing Process. The
verification sample referenced in item 3b may be used as an acc:ept�nce sample, additionai
testing will be at the discretlon of the Engineer. When using a previously verified mix design,
testing for volumetric properties may be waived at the engineer's discxetion. At least one
acc�ptance sample is requirsd when using this method of accept�nce. '
For proposal quentities greater than 2500 tons sampling and testlng for evaluatian shall be
pertormed as descxibed in 5-04.3(7)A� item 3, Field Verification Testing Process, for the first
2500 tons of mix placed. The veNficadon sample referenced in item 3b may be used as an
acceptanc� s�mple for the fir�t 2500 tons of mix placed. Additional testing will be at the rete
of one sample per 800 tons of mix placed or as directed by the Engineer. When using a
previously ve►ified mix design, testing for volumetric properties may be waived at the
engin�er's discretion.
Gty of Bremerton 233-189�1?3
Pavemsnt Preservation Rvlect — Overlay SP-37 Jtdy 20f4
Public Works Agreemen( � b
5-�44.3(8�5 T�st R�sults
Dei�te fhis secc�iion �nd replace it aritl� th� �Ilowin�:
The Engineer vv�il furnish the Contr�ctor with � copy of the restalts of atl �coeptance testi�sg
�rfomnec9ln the field at the b�gdnning of the next paving shift. The Er�6neer aiill elso prn�ide
the Composfte P�y Fector (CPF) of the oomple�eed subiots �fter three subfots h�ve b�en
produc�d. Th� CPF wrill be provid� by the midpoint of the next pavi�g shift after s�mplir�.
Sublot s�naple test results (grada�on �nd asphalt bbr�r oonQerrt) may be challer�ed by the
Contractor. For HMA miutune acoepted by st�i�t�a! ev�iu��on a+ith a m� desige� th�t d� not
meet the verfflcation toler�nces, the test results in the test sectton inc�uding the p�rcent air
voids (Va) m�y be challenged. To challenge test resulfs, the ContraCtor shall subr�it a writt�n
c��llen�e wri4hin 7-calendar d��s after reoe6pt of the specific test r+esulfs. �► split of the originaB
�coept�r� s�mple will be sent foP testlng to either the Re�eon Materi�� L.�bo�tory or the
St�te Materl�Ps L.�bo�atory as determined by fhe Pe+oject Engineer. 'Phe spll� of the s�mple
wfth ch�l�nged resulf�s wlll r9ot be tested wtth the same equipment or by the seme test�r that
ran the origi�al acceptance test. The ch�llenge sample witl be tested for e complete gradation
anatysis arid for asphalt b�nder content The resufts of the challenge samp0e wrill be corrrp�red
to the ori�inal results of the accept�noe sample test and ev�Buated accco�ding to the following
criterie:
�v6�lon
U.S. No. 4 steve and lerger Peroent passlrtg t4.0
U.S. No. 8 sieve Percent passing t2.0
U.S. No. 200 sieve Peroern passing t0.4
Asphaft binder Percent binder canterrt t0.3
Ve Percerrt Va #0.7
If the results of the challenge sample testing are within the �Ilowable deviation est�blished
above for each p�rameter, the acc�ptance sample test resutts v�1f be used for accept�nce of
the HA+iAA. The cost of #es�ng will be deducted from any monles due or that m�y come due the
Contractor under the Contract at the rate of $250 per challenge sampfe. ff the results of the
challenge �ample festing are outside of any one p�r�ameter established above, the challenge
sample will be used for acc:eptance of the HAAA and the cost of testing will be the Contracting
Agency's r�esponsibility.
�r04�.S(10) Compaction
g.aa.��o�� co��roe
This section is supplemented with the following:
For hot mix asphalt, where the specified oompacted course thickness is greeter than 0.10
foot, the accepteble level of c�npaetion shall be � minimum of 92 peroent of the ma�dmum
density ss determined by WSDOT Test Method T05. The levet of compaction �tt�ined will be
determined as the e�rerage of five nudear density gauge tests t�ken on the day the mix is
placed (after completion of the fini�h rnlling) at selected loc�tions within each lot, with all five
tests exceeding 89 pen;ent of Rice. The qu�ntity represerrted by each !ot will be no gre�ter
than two truc�loads with trailer�, or approximately 60 tons, whichever �S less.
c.�ry ae,e►►�,r�, z�-�ee���3
P+iWlc W Orlcs � ��ct — Ovartey SP-3B July 2014
DN/slon 6
When tests determined that th� lot do�s not meet the minimum density standards� paving
must stop. To r�sume paving, all fectors contributing to compaction shell be analyzed �nd the
Engineer shall approve changes rnade, avhich mey require a new moc design. My lot not
mee�ng the density st�nd�rds shali be removed �nd replaced with satisf�ctooy mate�i�l uvith
no addition�l cost to CoMrading �qency.
Cores may be used as an a,tternate to the nuclear densit�r gauge tests. When cor�s �re taken
by the Engineer �t the requ��t of the Contr�ctor, the request shall be made by noon of the
firr�st woricing day following placement o# the mix. The cost for the coring expenses wrhen the
cor� results indicate the speafied level of relative density within � lot has not been achieved
vviU be deducted from an� monies dus or th�t may become due the Contrector under the
contract at the r�te of $150A0 per core.
In �ddition to the randomly selected loc�tions for tests of the control lot, the Engineer reserves
tt►e r�ht to test any �r+ea whfc� �ppe�rs defecti+re and to require the furt�r oomp�ction of
�re�s that f�ll below eccept�bl� densiiy readings. These addltional tests shafl not impact the
compaction evaluation of the entire control lot.
Hot mix asphalt shail not be piaced �#ter September 30 ►nnthout written approvai from the City
Ersg)neer.
5-04.3(13) �urface SmooRhness
The second sentencs of this section is revised #o re�d:
1'he completed surface of ihe wearing course shall rrot vary more than 114 inch from the lourer
edge of a 10-foot str�ightedge placed on the sutfacs in any direction, except in areas where
the roadway cross section ct�nges or transitions.
5-04.4 INeasurement
This section is suppiemented with the following:
Fiber Reiriforced HMA CL. 1/2 In. PG 6422, wil� be measured per ton.
Measuremgnt for Planing Bituminous Pavernent wil) include asphait padement removal for
asphait repair.
5-04.6 Payment
This section is supplemented with the following:
°Fiber Reinfcrc�d HIUiA CL. 1/2 In. PG 6�-22°, per ton.
Paymen# for °Commercial HMA° shall include all costs for sawcutting and asphelt pavement
removal (if used ln lieu of removal by planing bituminaus pavem�nt), asphalt emulsion tack
coat, and esphalt sealan# for joints for pavement repe�ir.
END A� DIVISOON 5
Cm, ���� 233-1898-123
Pawament Pre�rvetbn Rojecf — Ov�erlay SP-39 July 20f 4
Pubik INPorks Agieemer�t Olvision 5
� �i -
������ s�ucru��s, s�r�� ����s, s��c��� s���s, w��°��
�All��, AP�D C06�DlJB'� �
7�05 �AIdH�LES� INLE'6"S� CATCH ��6NS /aildD DR�@IE�V�
7�05. i �cription
'This section is supplemented urith the foAowing:
Th� I�lo�lc �hail include installing new catch b�sin �arr�s, gr�tes, �tch ��ons �r�d concrete
inl�ts in �cxm�dance with the Plans.
7-OS.3 Cm�truc�oc� I�u3�srrrerets
This section is supplement�d writh the follovuing:
Install6ng new catch basin fr�m� an�i gnates wiil include remov�l �nd oepl�cement of a
min6mum of 1 faot of c�ment ooncnete curb and gutter each sbde of th� exis�ting catch b�sin
�nd p�vement napair in acx�rciance arith the Plens.
I�stalling concr�4e inlets wi9! indude removel of existin� ductil� 6ron inl�ts� removal and
repl�cernent of a minimum of 1 foot of cement concrete c�rb arad gutfer each side of the
exis�ng catch basin� oonnecting to existing pipes, �r�d pavement re�ir in 8ocordanoe �rith
the Plans.
7-05.� M�assureneent
This section is supplemented with the following:
Repleoe Cetch Basin Fname and Grete �II be measa�red per e�ch.
Instsll SoIE� Cetch Besin Lid will be measured per each.
7-06.5 R�ym�nt
This section is suppl�mented with tfie follou�ring:
°Replaoe C�4ch Basin �r�me and Gr�te°, per e�ch.
Payment for °Repl�oe Catch Bssin Frame and Grat�" will indude all w�ts for savvcutting,
exca�vation, haul, and pavement r�epair.
"instsll Solid Catch Basln Lid°, per each
Payrnent for °inst�ll Solid C�tch Basin Lid° wiq include ali costs for ac3ju�sting the exis�ting Catch
B�sin to final grade.
Peyment for °Catch Basin Type 1" will include all costs for sawcutting, exc�vativn, haul.
backflli� and loc�ti�g and connecting to the existing storm sewe� plpe.
crry ore�,ne►ran 233-1888-f23
Pavement Pr�servaHan Profed — OveNay SP-40 Juy 2014
Pubdc Works A�rsement p�� �
Payment for "Concrete InIeY will include sll costs for sawcutting, excavation, haul, backfill,
removal of euisting ductite iron inlet, locating and oonnecting to the e�dsting storm sewer pipe,
and pavement nepeir. ,
7-12
7-12.7
1i�VES fOR V�ATER A�AltdS
Dess�bption
This sectian is supplemented with the following:
The Work sFo�ll include providing new cast iron valve baxes and lids and edjusting valve boxes
to �inal grade in accardance with the Plans. Adjustrnent shsll be accompl6shed per the
requiremer�ts of �-05.3(1) Adjusting AAanhol�s and Catch Basins to Grade.
7-12.4 AAe�sue�er�nent
This section is supplemented with the following:
Ad�ust Valve will be measured per each.
7-92.3 P�ynnen�
This section is supplemented w9th the following:
"Adjust Valve°, per each.
P�yment for °Adjust Valve° wil� include all costs for th� valve boxes and lids and adjustment.
END OF D1101SIOW 7
�y o(��p� 233-l886923
Peverr�nf P�ese►vallon Project — Ovsdey SP-41 July 2014
Public VVbrks AOreemenl DAdslor► 7
This P�ge Intentional@y Left �t�nk
cnyore��„ 2a�-ia9s-�23
P&vement Presen�a}an ProJac� - OverieY 5R42 July 2014
Pubpc Waks Ag�emeM D!v!alor► 7
`li 11�,-
M�S�E�Ll�NEOUS CONS`TRUCTB�B�
D6VtSION �
�tSCEI.LAhfEOUS CON�T'Rt�C'TIO�
�01 ER�SEOF� CAWTROL A6�D 1�lATER POLLU�oOR! CONTROl.
8-09.1 Description
Supplement this section witt� th� foitoe+ving:
Yhis vvork shai➢ include preparing and irnplementing � Temporary Erosion and Sediment
Control (TESC) Plar+ by the Contractor for this contrect and providing a c�rtified Erosion and
Sediment Con#rol (ESCj Lead to implement the lESC Plan.
B-Ot.3 Con��ctlon R�{uirenr�eeots
�m0�.3(9) Gen�rs�#
8-01.3(1)�1 Submitta�Qs
Section 8-01.3(1 �1 is sup}�lemented with the fatl�uring:
The Contractor si�ali preQare and submit for approval a TESC Plan that complies +�ith the
rsquirements for a°modified° TESC Pl�n as described in Section 8-01.3(9�A of tt�e Standard
S�cifications. The TESC Pian shall be submitted to the Engineer 10 working days prior to
the start of clearing and grubbing.
8-0�.4 M�asurement
Section 8-01.4 is supplemented with the following:
No unit of ineasurement shaii apply to the lump sum price for Temporary Eresion end
Sediment Control.
�-Ot.S Payr�tent
Section 8-01.5 is supplemer►ted writh the follouving:
"Tem�rary Erosion and Sediment Control", lump sum.
The lump sum contract price for "Temporary Erosion and Sediment Control° shaA be full pay
for all labor, equipment, m�terial, and overhead c�sts assoaated with implementing the TESC
pEan, including preparation of the TESC Plan, inst�lling, maintaining, inspecting �nd repairing
Best Management Practices (BtdlPs), and providing the ESC Lead.
B�Ps include, but are nof limited to, silt f�nces, interceptor swales, straw bale berrier/darn,
temporary seeding and mulching, plestic coverfng, and infet protection.
Gy of Bremenon 233-188fr123
Pev�menf P�reBennallon Project — Ou�erley SR43 July 2014
PuW�c Works l4yree►reeM Dlvlsron 8
, .
�-'93
�-93.9
d�ORil1i1�ENT CASES
D�sc�iptloea
This secteon is sapplemented witfi the following:
Thls Woak sh�ll indude IQCating and adjustie�g monurnents as sho�m on th� Plans. A p�rtion
of the monuments shown are no� curreritly v6sible and wrere covered durirtg � previous Dverl�y.
�-13.3 Go�ta'aectfon Its�ufa�r�nt�
This sectfon is supplemented wi� the followring:
i'he Contrector shall locate, cecefully uncover es needed, and adjust monument case �nd
cover to fin�l gr�de.
�73.4 �Ileasureneent
This section is supplemented with the following:
Ad)ust IVlonur»ent shall be me�ssured per each.
8-18.5 PaymenQ
This section is supplemsnted with the fol0owing:
°Adjust AAonument', per each.
The unit coPrtract price per each for "Adjust MonumenY, shall be full p�y for locating,
unc�vering, and �djusting monument csse �nd cover to final grade.
&14
8-14.9
CEIIAEN4 C�1VCI�TE SID�ALlCS
�scriptloro
'This section is supplemented with the following: ,
This Wo�c shall include instellation of 4 inches minimum of CSTC beneath cement concrete
curbs and curb ramps. Payment for CSTC shall be at the contract unit prioe for the bid item
°Crushed SurFacing Top Course".
The work shall also include s�wcutting concrete stoops to create steps, s�wcutting asphait
pavement and cflncrete curbing to create a trarrsition, removal of a concre4e wedge from the
gutter, and provision of isolafion joints �round th� base of powrer poles as showm on the Pi�ns.
�-14.8 Payrnent
This seotion is supplemented with the following:
Clqr of Bnern�tan
Pevemenf P�servetion F�ojact — Ov�erfey
P�Ik Wbrks Ag►aenrent
SP114
233-186&i23
July 2014
Dh�fon 8
The unit contract price p�r each for °C�ment Conc. Curb Ramp Type �°, no matter v�hich
type of curb r�mp, sh�ll be full p�y for constructing the curb ramp including all costs for s�w
cu4ting, exca►r�tion, h�ul� removing asph�lt pavement, removing cemer� con�te sidewalk,
removing cem�nt ooncre4e curbir�g, Detect�bl� Waming Surface, Cement Conc. Tr�ffic Curb
�nd Gutter, �nd Cement Conc. Pedestr�an Curb.
All costs for sa�rcutting concnete stoops to create steps, s�arcutting asphslt pavement and
concrete curbing to cx��te � transition, removal of a concrete wedge from the gutter, and
provision of isolatimn joints �t the base of pov�er poles as shown on the Plans will be included
in the unit contr�ct price per each for "Cement Conc. Curb Ramp Ty� �.
8�2'6
8-21.1
PER�A�REP➢T SBCNINC
D��crEp�6on
This section is supplement� with the follo�wing:
The Work shall incl�de removing existing signs and posts, instaiHng new sign posts, and re-
installing existing signs in accordancs with the pl�ns and as direcfed by t�e Engineer.
8-21.5 Payment
Th1s section is supplemented with tfie foUowine:
The lump sum contract price for "Permanent Signing° sha0 indude all costs for removai of
existing slgns ared posts, installation of new si�n pasts, and re-instailetion of existing signs.
6-22
8-�.1
PAVENdENT AAARKtNG
Descript�on
This ssctinn is supplemenfed with the fo8owing:
The Work shall include removing existing pavement markings end instailing new markings in
accardance with the Plans.
8 22.4 IU4easurement
This section is supplemented with the following:
Pavement Marking wiN be measured per lump sum.
�22.5 Payen�nt
This section is suppl�mented with the following:
"Pavement Marking°, per lump sum.
Cfty o/&emer�on 233-1896-123
Pavemenl Preservetion Projeci- Ov�tey SP-45 July 20f4
PubAc Works Ag�ement Dfv/alon 8
. g •�
The fump sum contrac� pric� for °P�vement M�rking�° �hall include all costs �or removal of
existlng pa�ement markings �nd insta�lation of r�iss�d p�vement markers (Ri'Ms), plasfic
lin�s, pi�stic errows, and paint lines, complete.
; � . u , . .
City � &enreKnr� 233189�123
Pa�ment Aressrvatlon ProJed - Oveday SP�46 July 20i4
RrdGc Wb�s �nt Dlvlafon 8