HomeMy WebLinkAbout5168 � . � ������ �i��
CONTRACT MODIFICATION AGREEMENT NO. 2
BETWEEN THE CITY OF BREMERTON AND �
MWH AMERICAS, INC.
PROJECT : Flow Control and Seismic Valve Project '
CONSULTANT: MWH Americas, Inc.
DATE: July 6, 2016
THIS CONTRACT MODIFICATION AGREEMENT SPECIFICALLY AMENDS THE
WARREN AVENUE BRIDGE WATER MAIN REPLACEMENT & FLOW CONTROL
PROJECT AGREEIVIENT # 5168 (the "Contract") entered into between the City of
Bremerton and MWHAniericas,Inc. on 9-11-12.
All provisions in the Contract shall remain in full force and effect except as expressly modified by
this document.
For valuable consideration and by mutual consent of the parties, the modifications to the Contract
are as follows:
I.
Section I. Scope , is modified as follows: MWH shall provide additional design
services to address DWSRF Loan requirements in the specifications, re-evaluate the seismic valve
sizing, provide additional project management services, and finalize the record drawings.
Section II. Term , is modified as follows:
The Consultant shall complete the work described in this Contract Modification Agreement by
August 31, 2016.
Section III. Compensation , is modified as follows:
The original contract amount was $292,908.00. The current contract amount, including all previous
amendments is $331,096.00. The City shall pay the Consultant for the additional work described
above, based on time and materials, an amount not to exceed $4,765.00 for a total amended contract
amount of$335,861.00, including this Contract Modification.
II.
Consultant accepts all requirements of this Contract Modification by endorsing below.
Consultant further agrees that this Contract Modification constitutes full and final settlement
of all of the Consultant's claims for contract time and for all costs of any kind, including
without limitation, costs of delays related to any work either covered or affected by this
Contract Modification, claims related to on-site or home office overhead, or lost profits. This
Contract Moditication does not limit the City's right to bring a claim for past performance.
CONTRACT MODIFICATION 1
Project Number:
l�
,
The undersigned consultant approves the foregoing Contract Modification 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 Contract Modification.
This document will become a supplement of the contract and all provfsions will apply hereto.
It is understood that this Contract Modification 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
contract modification that is binding on the parties of this contract. In addition, Consultant
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.
IN WITNESS WHEREOF, the parties have executed this Contract Modification on the day
and year first written above.
City Engineer/Public Works Director approved to process
Initials and ate
CONSU TAN'T. 'THE CITY OF BREMERTON
f � �
By Ka�� Gnat�tw� By Patt t
Its Qr�c. h-lo��acc e� Its Mav
DATE: DATE: �� �� ���
,
APPROVED AS TO FORM: ATTEST:
�
Bremerton t Attorn y City Clerk
NOTICES 'I'O BE SENT TO: NOTICES TO BE SENT TO:
Mr. Ned Lever
Managing Engineer
City of Bremerton Engineering Department
3027 Olympus Drive
Bremerton, WA 98310
� Phone: (360)473-2398 Fax: (360)473-5398
R:\I.;EGAL\Contracts\FORMS\Contract Modification(2003).doc
CONTRACT MODIFICATION 2
Project Number:
Contract Number: 5168
Vendor: MWH AMERICAS, INC.
Subject : PSA - Warren Ave Bridge water Main Replc. & Flow
Control
Department: Engineering
File Class: LEG 12-1
Begin Date: 9/11/2012
End Date: 7/31/2015
Review Date: 8/1/2015
Vault Date:
Comments:
CONTRACT MODIFICATION AGREEMENT NO. 1
Between the City of Bremerton and M�IW Americas, Inc. (MWH)
PROJECT : FLOW CONTROL AND SEISMIC VALVE PROJECT
CONSULTANT: MWH
DATE: OCTOBER 9,2014
THIS CONTRACT MODIFICATION AGREEMENT SPECIFICALLY AMENDS THE
Warren Avenue Brid�e Water Main Realacement and Flow Control
AGREEMENT (the "Contract") entered into between the City of Bremerton and MWH on
Sentember 11. 2012.
All provisions in the Contract shall remain in full force and effect except as expressly modified by
this document.
For valuable consideration and by mutual consent of the parties, the modifications to the Contract
are as follows:
I.
Section I. Scoae , is modified as follows: See Amended Scope of Work attached as
Exhibit A.
Section II. Schedule , is modified as follows: See Amended Schedule attached as Exhibit
B.
The Consultant shall complete the work described in this Contract Modification Agreement by July
2015.
Section III. Comaensation , is modified as follows:
See Amended Budget in Exhibit C. The original contract amount was $292,908.00. The City shall
pay the Consultant for the additional work described above, based on time and materials, an amount
not to exceed $38,188.00, for a total amended contract amount of $331,096.00, including this
Contract Modification.
II.
� Consultant accepts all requirements of this Contract Modification by endorsing below.
Consultant further agrees that this Contract Modifcation constitutes full and tinal settlement
of all of the Consultant's claims for contract time and for all costs of any kind, including
without limitation, costs of delays related to any work either covered or affected by this
Contract Modification, claims related to on-site or home office overhead, or lost profits. This
Contract Modification does not limit the City's right to bring a claim for past performance.
CONTRACT MODIFICATION No. 1 1
#4489
The undersigned consultant appruves the foregoing Contract Modification 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 Contract Modification.
This document will become a supplement of the contract and all provisions w�ill apply hereto.
It is understood that this Contract Modification shall be effective when approved by the City
of Bremerton. .
The parties whose names appear beluw warrant that they are authorized to enter into a
contract modification that is binding on the parties of this contract. In addition, Consultant
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.
IN WITN�SS WHEREOF, the parties have executed this Contract Modi�cation an the day
and year first written above.
City Engineer/Public Works Director approved to process ` v � l�
Initials and atc
CONSULTA / THE CITY OF BREML:RTON
/
By_ /�Dc,er- f u v By Patly nt
Its��r��i w�s� CDM�nPl��Q� LP�.� Its Mayor
DATE:���`.� DATE: � T?i ZO/
APPROVED AS TO FORM: ATTEST:
.
�
Bremerton City or ey ity lerk
NOTICES TO BE SENT TO: NOTICES TO BE SENT TO:
Attn: Gregory Harris " Attn: Ned Lever
MWH Americas, inc. City of Bremerton Engineering
2353 130�h Ave NE, Suite 200 3027 Olympus Drive
Bellevue, WA 98005 Bremerton,WA 98310
R:\I.LGAL\Contracts�FOI2MS\Con�ruct Modificalion(2003).doc
CONTRACT MODIFICATION No. 1 2
#4489
CITY OF BREMERTON
CONTRACT MODIFICATION NO. 1
FOR
FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A — SCOPE OF WORK
INTRODUCTION
The City completed the Warren Avenue Bridge Water Main Replacement portion of the project
in May 2014. The project will hereinafter be referred to as the Flow Control and Seismic Valve
project. The City desires to modify the original contract by: 1) incorporating addendum items
(Addendum Nos. 1 — 4) prepared for the Flow Control and Seismic Valve Project bidding phase
into the existing May 2014 contract documents, 2) conducting a brief seismic evaluation based
on updated conditions described in Dames & Moore Water System Earthquake Vulnerability
Assessment Report to determine if the use of seismic control valves are still recommended, 3)
revising the original design of the current Flow Control and Seismic Valve project contract
documents (prepared in May 2014 by MWH) based on recommendations presented in the MWH
seismic review technical memorandum, 4) providing additional bid assistance to re-bid the Flow
Control and Seismic Valve Project, and 5) providing other miscellaneous changes to the contract
work within some of the various existing contract tasks as described further below.
The remaining portion of Exhibit A describes the scope modifications. The revised schedule is
included in Exhibit B. The revised budget is included in Exhibit C.
I. Project Management, Meetings, and Quality Assurance/Quality Control
Task 1. Project Management
Provide additional monthly project management activities for 3 months for the additional design
work as described herein (i.e. management of team, monitoring of scope and budget, and
monthly status report and invoices) involving redesign of the Flow Control and Seismic Valve
project.
II. Design and Project Permitting
Task 10. Final Design
Prepare additional final design activities as follows: �
A. Seismic Evaluation Technical Memorandum. Review the City's existing 1997 Dames &
Moore Water System Earthquake Vulnerability Assessment Report pertaining to the "site
MWH Page 1 CONTRACT MODIFICATION NO.1
10/9N4 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A—SCOPE OF WORK
specific pipeline evaluations" and recommended guidelines for providing adequate seismic
performance relative to the three pipeline crossings of the Port Washington Narrows.
MWH will review the initial guidelines using a qualitative type analysis based on changed
conditions within the City of Bremerton water system (since 1997), and provide updated
recommendations relative to whether the City needs automatic seismic control valves at the
three pipeline crossings or not. This evaluation will not be based on a rigorous seismic risk
analysis but will be based on the application of good engineering judgment based on the
current and planned conditions in the system. MWH will prepare a draft Technical
Memorandum (up to 5 pages) for City review (after MWH internal checking) and
incorporate City comments prior to submitting a final document. The City will make the
ultimate decision relative to their level of risk tolerance and the need for seismic isolation
valve control functions at the three crossings.
B. Incorporate Addenda 1 Thru 4. Incorporate changes made in addenda 1 through 4 of the
Flow Control and Seismic Valv.e Project into the existing drawings and specifications. For
the specification changes, MWH will provide the MS Word files to the City, the City will
incorporate the addendum items in tracked changes, and MWH will review the tracked
changes.
C. Delete Current Seismic Valve Design from Contract Documents. The current project
design includes seismic controller activation of flow control valves located at Snyder
Avenue, Warren Avenue Bridge and Manette Bridge project sites. Since the updated
recommendations for seismic control at the three crossings will only be known after the
seismic evaluation is prepared, MWH plans to provide the following additional redesign
scope of work activities, assuming that the City decides to remove the automatic seismic
control valve functions at the three sites: �
1) Delete seismic control features/equipment on the Cla-Val flow control valve at
each of the three project sites. This involves revising the following: bid
schedule; Sections 012900, 134863 (deleted), and Division 26 specification
sections; and Drawings M-1&2, E-1.
2) Revise other current Contract Documents, as follows:
i. Incorporate battery backup to allow closure of control valves remotely (by
SCADA) during a power outage.
ii. Include additional flow control features to augment control valve setting
as follows: 1) high flow/low pressure alarm to signal closure of valves at
crossings, and 2) seismic isolation signal from Reservoir # 19 to close
flow control valves at crossings. MWH will provide recommendations
regarding this new control strategy in the Seismic Evaluation TM
described above, and the City will address these control changes in their
� reference drawings updates described in paragraph 3 below.
iii. Note: If the current seismic control design is to remain in the contract
documents for one or more of the pipeline crossings, then seismic control
equipment manufactured by Flo-Loc will be added to Section 134863 as
an "or equal".
MWH Page 2 CONTRACT MODIFICATION NO.7
10/9h4 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A-SCOPE OF WORK
iv. Note: Possible prepurchase of control cabinets and/or seismic controllers
would only be considered by the City if seismic control is included in the
redesign package. Therefore this work is not included in this amendment.
3) Revise RTU and Integration Design. It is understood that the Construction
Contractor will supply the RTU and outer enclosure (Rhino Cabinet) utilizing
City supplied RTU schematics (updated by the City to remove the seismic
controllers and incorporate other SCADA control changes) to be included as
reference drawings in the specifications. MWH will review the City revised
reference drawings and will provide review comments to be incorporated by the
City. It is assumed that the Rhino Cabinet will not change from that currently
included in the design documents as a reference drawing. The City will provide
system integration and prograrnming services under separate contract with the
City's system integrator, L2 Systems, LLC.
D. Prepare New Flow Control Vault Package. Revise the previous drawings and
specifications from the Flow Control and Seismic Valve Project to reflect the new design
conditions. This includes updating the project description, and schedule revisions into the
drawings, specifications and specification footers, etc. There will be no other additional
drawings or specifications added.
E. Monthly telephone conference meetings. Prepare for and attend four (4) telephone
conference meetings with the City to discuss the seismic evaluation and redesign work
prior to submitting the bid ready contract documents. Each meeting will include the Project
Manager and Project Engineer and is anticipated to be up to one hour in length.
F. Submittal Review with City. Assemble and deliver a 90% design submittal package for
the Revised Flow Control Valve Package for review by the City after completion of MWH
internal review/checking. Attend a review meeting (by conference call) with City staff
(MWH Project Engineer and Electrical/Controls Engineer) at the 90 percent level of effort.
Review comments received from the City will be included in the subsequent final bid ready
Bidding/Contract Documents for the revised Flow Control Design/Bid package.
G. Final Contract Documents. Assemble and deliver the final Bidding/Contract Documents
including reduced plans and technical specifications suitable for rebidding purposes for the
revised Flow Control Valve package. A single bid package is assumed for this project. A
single full size unbound bid-ready set of the Bidding/Contract Documents (pdf of signed
paper originals of drawings and specifications) will be provided to the City. In addition,
three (3) bound sets of half-size drawings (11"x17") and specifications will be provided to
the City. Also provide the AutoCAD files (.DWG) to the City for use by the Contractor in
preparation of Record Drawings.
H. Engineer's Opinion of Probable Cost. For the revised Flow Control Valve bid package,
the City will utilize the Opinion of Probable Construction Cost estimate previously
developed for the combined bid package at the 90% stage as the basis of their estimate.
MWH will provide the detailed Opinion of Probable Construction Cost estimate (pdf file)
MWH Page 3 CONTRACT MODIFICATION NO.1
1019N4 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A—SCOPE OF WORK
previously prepared for the 90% design and the City will prepare the revised engineer's
estimate for this bid package. Thus, no additional work will be provided by MWH under
thistask.
1. Project Report. Prepare a Project Report for the Flow Control Vault design package
suitable for submittal to DOH and which will also be used by the City to assist in obtaining
a DWSRF loan. The Project Report will be prepared in accordance with DOH
requirements specified in WAC 246-290-1 10 and 246-290-200 and consist of the following
report elements: 1) project description, 2) planning information, 3) rationale for selecting
the proposed alternative, 4) design criteria, 5) water quality, and 6) operations and
maintenance considerations. There are several project report requirements (listed in WAC
246-290-1 10(4)) that are not applicable to this project and will be excluded from the report
as follows: water quantity/water rights, and legal considerations. It is assumed that the
Project Report will not include current seismic valve design improvements since this
portion of the original project is deleted in Paragraph C above. It is assumed that the City
will prepare and submit the DOH permit application along with the Project Report, design
documents, and other necessary documents and obtain the DOH permit. The report will be
up to five (5) text written pages and include two figures (location map and general plan
layout of the three project sites) MWH will provide a draft report (pdf version) for review
by the City prior to completing the final version.
III. Bidding Assistance
Task 11. Bidding Assistance
Provide limited bidding assistance for the revised Flow Control Vault bid package as described
below. The scope of this Task is limited to the budget established for this task.
A. The City will receive and respond to all bidder questions during bidding.
B. MWH will not attend a prebid conference conducted by the City.
C. During the bidding period the City will prepare up to two addenda to address addenda
items determined necessary to clarify or correct the Contract Documents in response to
questions received from Bidders by telephone and at the prebid conference. MWH will
provide technical support to the City in response to potential addendum items required.
MWH will review and comment'on the two draft addenda prepared by the City.
D. Provide continued Project Management activities described in Task 1 (i.e. management of
team, monitoring of scope and budget, and monthly status report and invoices) for an
additional 1 month period during the Bidding Assistance phase for the Flow Control Vault
package.
IV. Engineering Services During Construction
MWH Page 4 CONTRACT MODIFICATION NO.1
10/9N4 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A—SCOPE OF WORK
Task 12. Engineering Services During Construction
M WH will provide engineering services during construction (ESDC) of the revised Flow Control
Vault bid package based on the existing scope and available budget remaining. However, the
overall scope of the work under this task is modified as follows:
1) It is anticipated that the currently allocated budget for the preparation of record drawings
(36 hours) is sufficient to cover the Warren Avenue Bridge Pipeline only. The City will
have the Construction Contractor prepare Record Drawings for the Flow Control and
Seismic Valve Project package and will review and coordinate. MWH will provide the
final design AutoCAD files for use by the City/Contractor.
2) Provide continued Project Management activities described in Task 1 (i.e. management
of team, monitoring of scope and budget, and monthly status report and invoices) for an
additional 5 month period during the additional Engineering Services During
Construction period for the Flow Control Vault package. The additional PM activities
will be funded from the remaining ESDC budget available. This will reduce the amount
of technica) support that MWH can provide to the City under the remaining budget
available.
At the time of this amendment the remaining budget available in Task 12 through September 12,
2014 was $12, 645.67. An additional budget of$2,597 has been allocated to the ESDC Task 12
work via this amendment, bringing the total budget remaining for Task 12 to approximately
$15,242.67. Exhibit C includes a summary of the planned remaining ESDC activities and the
planned budget allocation under Task 12.
Task 13. Undefined Services
The remaining budget available in the Undefined Services Task ($2,597) is hereby authorized for
use and is allocated and applied to Task 12, Engineering Services During Construction as shown
on Exhibit C.
Services Provided By City of Brernerton
Services to be provided by the City of Bremerton include the following:
1. Provide updated pdf file of RTU Schematic drawings for use as reference documents in
the specifications for the new Flow Control Vault package
2. Provide system integration and programming services under separate contract with the
City's system integrator.
3. The City will respond to bidders questions and based on technical input received from
MWH will draft the addendum items and prepare and distribute the final addendum.
MWH Page 5 CONTRACT MODIFICATION NO.1
10/9114 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT A—SCOPE OF WORK
CITY OF BREMERTON .
CONTRACT MODIFICATION NO. 1
FOR
FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT B — SCHEDULE
The work described herein associated with the revised Flow Control Vault Design/Bid package
will be conducted in accordance with the schedule described below:
1. Seismic Evaluation TM and Final Design Mid Sept 2014—Dec 31, 2014
2. Bidding, Award, and Contract Execution Jan 2 — Mid February, 2015
� 3. Services During Construction Mid Feb - July, 2015
4. Construction NTP
a. Submittals Mid Feb-Mid Mar 2015
, b. Materials Acquisition March-May 2015
c. [nstallation May-June 2015
d. Testing and Closeout July 2015
MWH Page 1 CONTRACT MODIFICATION NO.1
10/9/14 FLOW CONTROL AND SEISMIC VALVE PROJECT
EXHIBIT B—SCHEDULE
EXHIBIT C(1)-CONTRACT BUDGET SIIMMARY-CONTRACT MODIFICATION NO. 1
CITY OF BREMERTON
WARREN AVENUE BRIDGE WATER MAIN REPLACEMENT& FLOW CONTROL PROJECT
Original Contract Current Contract Notes Amendment No 5 Revised Contract Net Increase in Total
Task Task Description by Task($) by Task($) by Task($) by Task($) Contract Amount
1.0 1'roject Management $ 10,488 $ 11,526 ? $ 3,809 $ I�,33�
2.0 Meetings $ 11.310 $ 17,002 z . $ 17,002
3.0 QA/QC $ 8,855 $ 8,855 $ 8,855 �
�3.0 Surveying $ 12,527 $ 16,736 � $ 16,736
5.0 Field Observation/lnspection $ 3,557 $ 3,557 $ 3,557
6.0 Initial Agency Coordination Meetings $ 2,937 $ 2,937 $ 2,937
8.0 Preliminary Design Memo $ 24,582 $ 24,582 $ 24.582
10.0 Final Design $ 125,660 $ 146,320 3•5 $ 29,435 $ 17�,75� �
11.0 [3idding Assistance $ 1 1,G27 $ 14,340 ' $ 4.944 $ 19,2A4
12.0 Gnginccring Support Serviccs. $ 54,737 $ 50,75� $ 2,597 $ 53.350
,..
Subtotal S 266,280 S 296,608 S 40,785 S ' 337,393
Credit for Settlement of lMCO Uelay $ ((i,297) a $ (6,297.00)
13.0 Undefined Services $ 26,628 $ 2,597 I.'_.3,4,5 $ - $ _
TOTAI.CO\TRACT AMOI'NT S 292,908 S 292,908 S �0,785 � 331,096 S 38,188
Notes:
I)Additional$4.209 moved from Management Reserve(Task 13)to Surveying task via cmail dated June 4,2013
2)Addrtional$2;991 movcd from Managcmcnt Rescrve(Task 13)to ESDC task via email datcd October 1 l,2013
3)Additional$19,42R added Gom Management Reserve(�fask 13),revising budgcts for Tasks 1,2,10,I I,and 12 per Undcfincd Services Authonzation No 3
4)Credrt of$6,297 for Uelay Settlement this credu amount also added back mto Undefined Services(Task 13)
5)Addrtional$3;700 movcd from Undcfincd Services(Task I 3)to Design task via email d�ted Junc 10,2014
10/22014 EXHI8IT C(2)-SUMMARY OF ESTIMATED WORK TO COMPLETE
City of Bremerton-Flow Control Project .
MWH Americas,Ine. Assoeiated with Contraet Moddication No 1 TASK
PM Crvil Eleancal Cwil Estimatin Controls Administratrve MISC TO7AL ODC'S APC SUBTASK BUDGET
Prin.Profl Prin.Prof I Supv.Profl Engr Supv.Pro£I Designer. Sr.Projeet TOTAL TOTAL CADD ODC'S SUB'S WI MARKUPS (f10.401hr) TOTAL COST TOTALS Notes
Project Projeet Civil/
TASK IndrviduallClassification ��� Manager Engineer Pipeline Eleetrieal CAD Eshmator Contmis Admm Admin HOURS SAL COS7 E S S S f f f
HouAy Rate(2014) E216 00 5216.00 5174.00 f728 00 5774 00 f776 00 f769 00 f747 00 E95 00 595 00
PHASE I-PROJECT MANAGEMENT.MEETINGS.AND�AIQC
I-PROJECT MANAGEMENT,MEETINGS,AND OA/OC
/_7 Pio/eet Manaaemerrt
A Pro�ect ManagemenUPro�eq Controls(3 Months) 6 0
1 5 1 5 1 5 10 5 1,795 50 0 109 1,905
B Monthy Status Reports and Invoices(3 Monihs) 3 0 1 5 3 0 6 0 13 5 1,764 00 0 0 140 1,904
I.7 SUBTOTAL O.DO 9.00 7.50 0.00 0.00 0.00 0.00 1.50 6.50 7.50 24.00 3,559.50 0.00 0.00 0.00 0.00 249.60 3,809.70 3,809.70
PHASE I SUBTOTAL 0.0 9.0 1.5 0.0 0.0 0 0 0.0 1.5 4.5 7.5 24 0 3,559.5 0.0 0.0 0.0 0.0 249.6 3,809.1 53,809 1
PHASE II-DESIGN AND PROJECT PERMITTING
II•DESIGN AND PROJECT PERMITTING
ll.f0 F/nal Desfan
A Seismic Evaluation Techniral Memorendum 2 0 14 0 29 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 48 0 8,850 00 55 55 499 9,404
B Incorporate Addenda 1 Thru 4 1 0 2 0 2 0 4 0 9 0 1,376 00 73 73 94 7,543
C Delete Cunent Seismic Valve Design from Contracl Dowmenis 4 0 2 0 15 0 3 0 24 0 3,910 00 55 55 250 4,215
D Prepare New Flow Control Vault Package(not included in Par B above) 1 0 4 0 2 0 6 0 13 0 1,956 00 110 170 135 2,201
E Monihry Telephone Conference Meeungs(4) 4 0 4 0 2 0 10 0 1,908 00 0 0 104 2,012
F Subm�tal Review vnth Ciry(90%) 5 0 1 0 3 0 4 0 1 0 2 0 16 0 2,736 00 37 37 166 2,939
G Final Contrecl Documents 3 0 0 5 3 0 4 0 1 0 11 5 1,964 00 0 0 720 2,084
H Engineers Opinion of Probable Construdion Cost 0 0 0 00 0 0 0 0
I Pro�ea Repon 2 0 4 0 16 0 1 0 3 0 26 0 4,602 00 55 100 165 270 5,037
11.10 SUBTOTAL 12 00 25.50 65.00 70.00 24.00 27 00 0.00 0.00 0.00 0.00 157.50 27,902.00 385.76 100.00 0.00 495.14 1,638.00 29,435.74 29,475.16
PHASEl1SUBTOTAL 12.0 25.5 65.0 10.0 24.0 27.0 0.0 0.0 0.0 0.0 157.5 27702 385 100 0 495 fBJB 29495 f29,4�5 1
PHASE III-BIDDING ASSISTANCE
III-BIDDING ASSISTANCE
lll_11 Bldd/na Aulstanee
A Respond to Questions from Bidders 2 0 6 0 4 0 12 0 2,172 00 0 0 125 2,297
B Pre-B�d Conference(No ariendance) 0 0 0 00 0 0 0 0
C Prepare Addenda(Limited to Two Addenda) 2 0 4 0 2 0 8 0 1,476 00 0 0 83 1,559
D Prqed ManagemenVPro�ed Controls(1 Monih) 2 0 2 0 432 00 0 0 21 453
E Monthy Status RepoAs and Invoices(1 Month) 1 0 0 5 7 0 2 0 4 5 588 00 0 0 47 635
111.77 SUBTOTAL 0.00 7.00 10.50 000 6.00 0.00 000 0.00 7.00 2.00 26.50 4,668.00 0.00 0.00 0.00 0.00 275.60 A,94J.60 4,943.60
, PHASE IlI SUBTOTAL 0 7 11 0 6 0 0 0 7 Y � 27 4688 0 0 0 0 276 4944 54,944 'Total ot Phases��f38,88
PHASE IV-ENGINEERING SUPPORT SERVICES DURING CONSTRUCTION
IV-ENGINEERING SUPPORT SERVICES
lV_12 Enaineerino SunooR Sarvlces lREDUCED SCOPEI
A Pro�ecl ManagemenVPro�ecl Conirols(5 additional months) 10 0 10 0 2,160 0 0 104 2,264
B Monthly Status Reparts and Invoices(5 additional months) 5 0 2 5 5 0 10 0 22 5 2,940 0 0 234 3,174
C Meetingsl5ite Visits 0 0 0 0 0 0 0
D Interpretahon/Clanfy of Contract Doc 8 Misc Consult 2 0 6 8 0 1,392 0 0 83 1,475
E RFC's,Changes 4 0 4 8 0 1,392 0 0 83 1,475
F Submittals Review 3 0 10 13 0 2,262 0 0 135 2,397
G Record DraKnngs for Warren Ave PL Pro�ecf(Crty to prowde record dwgs(or Flow Control Valve Pro�ect) 3 0 2 0 28 0 33 0 4,026 0 80 88 343 4,457
IV.'12 SUBTOTAL 0.00 75 00 14.50 2.00 20.00 28.00 0.00 0.00 5.00 70.00 94.50 74,172.00 0.00 80.00 0.00 88.00 982.80 15,242.80 15,242.80
PHASEIV SUBTOTAL 0 15 15 2 20 Y8 0 0 5 10 95 74,172 0 80 0 88 983 15,243 f15,247 2
WATER MA/N REPLACEMENT PROJECT TOTAL REMAlNING WORK WlTH AMENOMENT 5 17.0 � b6.5� �91.6 120 50 0 48.0. 0.0 1.5 10.5 � ' }9.6 � 3028 49 701.5 � •3B5.1 . � 180.0 . 0.0 . 583.t 9 146.0 �� ' Si 430.6 � �S89 43f
lV 13 Manaaement Roservo-/Remainina Budoat Avallab/el SO
NOTES
1)The budget shown for Phase I,II,and I II represents new work and new budget authonzed under Amendment 5
2)The budget shown for Phase IV represenis anUapated budget for remaining actrvities planned under the Engineering Suppon Services Task,utilizing the approximately 512,646 remaining budget available.plus the 52.597 iransferred from the Undefined Services Task(Total#15,243)
Contract Number:
Vendor:
Sub�ect:
Department:
File Class:
Begin Date:
End Date:
Review Date:
Vault Date:
5168
MWH AMERICAS, INC.
PSA - Warren Ave Bridge Water Main Replc. & Flow
Control
Engineering
LEG 12-1
9/11/2012
ti
12/31/2013
Comments .
�� � � r
PROFESSIONAL SERVICES AGREEMENT
Warren Avenue Bridge Water Main Replacement & Flow Control - Project #4489
The City of Bremerton ("City") and MWH Amencas, Inc (`'Consultant"), referred to
collectively as the "Parties," enter mto the foIlow�ng Agreement for professional services•
I. Scope: The Consultant agrees to perform lhe services more specifically descnbed in the
Scope of Work, dated July 24, 2012, mcluding any attachments thereto, attached hereto as
Exhibit A, which �s incorporated by reference herem The Scope of Work may be modified only
pursuant to Section VII.G of th�s Agreement If the Scope of Work provides for unspecified
additional services such services shall only be performed upon the express written request of the
City Consultant further represents that the services furnished under this Agreement will be
performed in accordance with generally accepted professional practices in effect at the time such
services are performed
II. Term: The Crty and the Consultant agree that work will begm on the tasks described in
Exhibit A immediately upon executton of this Agreement. The parties agree that the work
descnbed m Exhibit A is to be completed as provided for in the work schedule attached hereto as
Exhibit B, provided however, that additional ttme shall be granted by the City for excusable
delays or extra work as provided for in section IX (A) of th�s agreement
III. Compensation: In consideration of the services provided pursuant to this Agreement, the
City shall pay Consultant in an amount not to exceed $292.908 Consultant's charges and bills
shall conform to the fee schedule attached hereto as Exh�bit C and mcorporated herem by this
reference The Consultant shall not be issued notice to proceed for Phase III and Phase IV as
identified in the scope of work prior to City Council approval of the construction budget for this
pro�ect
The Consultant shall submit regular billing statements detailing work performed and
amount chazged on each task or portion thereof The descript�ons shall conform to and fall
within the categories set out in the Scope of Work and/or Fee Schedule Upon receipt of a
conforming billing statement, the City shall promptly process payment PROVIDED,
HOWEVER, the City reserves the nght to prioritize scoped work and accelerate and/or delay
work tasks under the time frame set forth in Section II herein The Consultant's labor rates and
-billing-fees-shall-be as delmeated-in Exhibrt C— ------- -- ---- --------
Consultant shall not perform work beyond the Scope of Work, nor shall be compensated
for such work, unless the Scope of Work or amount of compensation is modified pursuant to th�s
Agreement Consultant shall only be compensated for additional services if requested pursuant
to Section I and, if not otherwise provided, such compensation shall be in accordance with
Exhibrt C.
If a billmg statement does not conform to this Agreement, the C�ty may withhold
payment until the statement is brought mto compliance Such withholding does not relieve
Consultant of its obligations under this Agreement
Bremerton/MWH Americas, Inc
Warren Avenue Brid�e Water Ma�n Replacement and Flow Control Prolect
Page 1 of 7
� ` �t
IV. Relationship of Parties: Cansultant represents that it is skilled m the matters addressed
in the Scope of Work and is perform�ng independent functions and responsibilities within tts
field of expertise. Consultant and its personnel aze independent Consultants and not employees
of the Crty. Consultant and its personnel have no authonty to bind the City or to control the
City's employees and other Consultants. None of the benefits provided by the City to its
employees, including, but not limited to, compensation, insurance, and unemployment insurance
are available from the City to the employees, agents, representatives, or sub-Consultants of the
Consultant Consultant wnll be solely and entirely responsible for its acts and for the acts of
Consultant's agents, employees, representatives and sub-Consultants dunng the performance of
this Agreement The City may, dunng the term of this Agreement, engage other independent
Consultants to perfarm the same or similaz work
As an independent Consultant, Consultant is responsible for its own managernent The
City's adm�nistration and enforcement of this Agreement shall not be deemed an exercise of
managenal control over Consultant or its personnel
As an independent Consultant, Consultant is responsible for payment of all taxes and
licensing fees necessazy to perform its obligations under this Agreement These taxes and fees
mclude but are not limited to State industnal insurance, Business & Occupation, State
professional licensing, and City business licensmg. If any taxes or fees due the City have been
declared delinquent, the Ctty may withhold the delinquent amount, plus any additional charges
arismg from the delinquency, from any payments due Consultant
V. Indemnification: Consultant shall defend, indemn�fy and hold the City, its officers,
officials, employees, agents and volunteers harmless from any and all claims, mjuries, damages,
losses or su�ts, mcluding all legal costs and attorney Fees, azising out of or in connection with the
performance of this Agreement, to the extent caused by the negl�gent acts, errors, or omissions of
Cansultant
The City's review or acceptance of any of the work when completed shall not be grounds
to avoid any of these covenants of indemmfication
Should a court of competent �unsdiction determine that this Agreement is sub�ect to
RCW 4.24 115, then, in the event of liability for damages arismg out of bodily in�ury to persons
---- or-damages-to-property-caused-by-or-resulting-from-the-concunent-negligence of-the Gonsultant —
and the City, its officers, officials, employees, agents and volunteers, the Consultant's liability
hereunder shall be only to the extent of the Consultant's negl�gence
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN C4NSTITUTES THE CONSULTANT'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY
FOR THE PURPOSES OF THIS INDEMNIFICATION THE PARTIES FURTHER
ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER
The prov�sions of this section shall survive the exp�ration or termination of this Agreement.
Bremerton/ Americas. Inc
Warren Avenue Bridge Water Main Replacement and Flow Control Pro�ect
Page 2 of 7
�� • "
VI. Iasurance: The Consultant shall procure and maintain for the duration of the Agreement,
msurance against cla�ms for in�unes to persons or damage to property which may arise from or in
connection with the performance of the work hereunder by the Consultant, its agents,
representatives, employees, sub-consultants or sub-Consultants.
Before beginning work on the pro�ect described m this Agreement, the Consultant shall
provide a Certificate of Insurance evidencmg.
1. Automobile Liabilitv insurance with limits no less than $1,000,000 comb�ned single
limit per accident for bodily m�ury and property damage, and
Z. Commerciat General Liabititv msurance written on an occurrence basis with limits no
less than $1,000,000 combmed smgle limit per occunence and general aggregate for
personal in�ury, bodily inJury and property damage Coverage shall include but not be
limited to• blanket contractual, products/completed operations/broad form property
damage; explosion, collapse and underground (XCU) if applicable, and employer's
liab�lity, and
3. Excess Liabilitv insurance with Iimits not less than 1,000,000 limit per occurrence and
aggregate
4. Professional Liabilitv insurance with limits no less than $1,000,000 limit per
occurrence/claim.
Any payment of deductible or self msured retention shall be the sole responsibility of the
Consultant
All required policies shall be provided on an"occunence" basis except professional
liability msurance (if required), which may be provided on a"claims-made" basis
The City shall be named as an additional insured on the Commercial General Liability
insurance policy, as respects work performed by or on behalf of the Consultant and a copy of an
endorsement that is acceptable to the City, which names the City as an additional msured shall be
attached to the Cert�ficate of Insurance The City reserves the right to receive a cerhfied copy of
all the required tnsurance policies and endorsements The City further reserves the nght to re�ect
any unacceptable pol�cies and/or endorsements
____ _ _____—__The Consultant's_Commercial General Liability_insurance_shalLconta�n_a_clause_stating
that coverage shall apply separately to each msured against whom claim is made or suit is
brought, except with respects to the limits of the insurer's liability
The Consultant's insurance shall be primary insurance as respects the City and it shall be
an affirmative obligation upon Consultant to adv�se the City's Risk Manager by fax at (360) 473-
5161, or by certified matl, return receipt requested to City of Bremerton, attn• Risk Management,
345 6`�' Street, Suite 600, Bremerton, WA 98337 w�thin two days of the cancellation, suspension
or substantive change of any insurance policy set out herein, and failure to do sa shall be
construed to be a breach of this Agreement.
Bremerton/MWH Amencas. Inc
Warren Avenue Brid�e Water Ma�n Replacement and Flow Control Pro�ect
Page 3 of 7
r o • f
The City also reserves its unqualified nght to require at any time and for any reason,
proof of coverage in the form of a duplicate of the insurance policy with all endorsements as
evidence of coverage
VII. General Conditions:
A Reports and Information• When requested by the City, Consultant shaIl furnish
periodic reports and documents on matters covered by this Agreement The reports and
documents shall be furntshed in the time and form requested Consultant shall maintain
accounting records in accordance with Generally Accepted Accountmg Pnnciples (GAAP) to
substantiate all billed amounts
B Ownershio and Use of Records and Documents Original documents, drav�nngs,
designs and reports, includmg those in electronic format, developed under this Agreement are the
property of the City All written information submitted by the City to the Consultant in
connect�on w�th the services performed by the Consultant under this Agreement will be
safeguarded by the Consultant to at least the same extent as the Consultant safeguards like
informat�on relating to its own busmess If such information is publicly available or is already in
Consultant's possession or known to it, or is nghtfulIy obtained by the Consultant from third
parties, Consultant shall bear no responsibility for its disclosure, inadvertent or otherwise
Ail data, documents and files created by Consultant under this Agreement may be stored
at Cbnsultant's office in Bellevue, Washmgton Consultant shall make such data, documents,
and files ava�lable to the City upon its request at all reasonable times for the purpose of editing,
modifying and updanng as necessary until such time as the City is capable of stonng such
information in the City's offices Duplicate copies of this information shall be prov�ded to the
City upon rts request, and at reasonable cost
All documents, mcludmg all reports, drawmgs, specifications, computer software or other
�tems prepared or furnished by Consultant pursuant to this Agrecment, are mstniments of service
with respect to the proJect and aze the property of the City. Any reuse by the City for other than
the specific purpose intended will be at City's sole risk
C Work Performed at Consultant's Risk Consultant shall take all precaut�ons necessary
_and_shall_be_responstble_for the_safety_of_rts_emplo_yees,_agents,_and_sub-consultants_in_the_ _______
performance of the work hereunder and shall utilize all protection necessazy for that purpose
All work shall be done at Consultant's own risk, and Consultant shall be respons�ble for any loss
of or damage to materials, tools, or other articles used or held for use m connection with the
work
D. Place of Work The Consultant shall perform the work authorized under this
Agreement at its offices in Bellevue, Washmgton Meet�ngs with the C�ty staff as described in
Exhibit A, Scope of Work, shall take place at the City's offices, or at locations mutually agreed
upon by the parties
Bremerton/MWH Americas. Inc
Warren Avenue Br:d�e Water Main Replacement and Flow Control Pro�ect
Page 4 of 7
� p l. ;
E Ent�re Agreement Tlus Agreement and its Exhibits constitutes the entire agreement
between the Parties, and the Parties acknowledge that there are no other agreements, wntten or
oral, that have not been set forth in the text of this Agreement
F Severabilitv� Should any part of this Agreement be found void, the balance of the
Agreement shall rema�n in fuil force and effect
G Modification This Agreement may only be modified by wntten mstrument signed by
both Parties
H. Written Notices: All communications regarding this Agreement shall be sent to the
parties at the addresses listed below by registered or 1 st class mail, or by personal service, and
shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement
or such other address as may be hereafter specified in writmg
Crt�Address
Atten. Paul Wandlmg
Bremerton Dept of Public Works and Utilities
3027 Olympus Drive
Bremerton, WA 98310-4799
Consultant Address
Atten Gregory S Harris
MWH Amencas, Inc
2353 130` Ave NE, Suite 200
Bellevue, WA 98005
I Waiver. Failure to enforce any provision of this Agreement shall not be deemed a
wa�ver of that provision Waiver of any right or power arismg out of this Agreement shall not be
deemed waiver of any other right or power
J Non•Waiver of Breach The fa�lure of the City to insist upon stnct performance of any
of the covenants and agreements contained herein, or to exercise any option herein conferred in
one or more �nstances shall not be construed to be a waiver or relinquishment of said covenants,
agreements or options, and the same shall be and remam in full force and effect
K Compliance with Laws Consultant shall comply with all applicable Federal, State,
and local laws in performing its obligations under th�s Agreement
-_--_____ ___L Choice_of_Law and_V_enue. This Agreement-shall-be-�nterpreted-according-to-the-laws--- --
of the State of Washington Any �udicial action to resolve disputes arising out of this Agreement
shall be brought in Kitsap County Superior Court
M Attorneys' Fees In the event of litigation to enforce any of the terms or provisions
herem, each party shall pay all its own costs and attorney's fees
N Ass� nment Any assignment of this agreement by the Contractor without the wntten
consent of the City shall be void.
Bremerton/MWH Americas. Inc
Warren Avenue BndQe Water Mam Replacement and Flow Control Pro�ect
Page 5 of 7
•
VIII. Nondiscrimination: Consultant shall not discnminate in employment or serv�ces to the
public on the basis of race, color, national origin, sex, religion, age, mantal status, disability, or
sexual onentation except for employment act�ons based on bona fide occupational qualification
IX. Termination: This Agreement shall remam m force unhl completion and acceptance of
the services, terminated by written instrument upon mutual consent, or by the C�ty of Bremerton
for convenience This Agreement may be immediately terminated for cause by a Party if the
other Party substantially fails to perform through no fault of the termmating Party, and the non-
performing Party does not commence correction of the failure of performance within thirty (30}
days of the termmating Party's sendmg notice to the non-performing Party. Any Notice by
Consultant shall mclude a report show�ng the status of all items listed in the Scope of Work
current through the termination date
If the City receives reimbursement by any federal, state, or other source for work described in
Section I herem, and that fundtng is wrthdrawn, reduced or limited in any way, or the pro�ect �s
cancelled or substantially reduced after the execution date of this Agreement and prior to the
completion of the work, the City may summarily terminate this Agreement
A Excusable Dela� The right of Consultant to proceed shall not be terminated nor shall
Consultant be charged with liquidated damages for any delays m the completion of the work due
to 1) any acts of the federal government in controlling, restncting, or requisitioning matenals,
equipment, tools, or labor by reason of war, national defense, or other national emergency, 2)
any acts of the City, its consultants, or other public agencies causing such delay, and 3) causes
not reasonably foreseeable by the parties at the t�me of the execution of the Agreement that are
beyond the control and without the fault or negligence of the Consultant, including, but not
restncted to, acts of God, fires, floods, stnkes, or weather of unusual severity PROVIDED,
HOWEVER, that the Consultant must promptly notify the City within ten (10) calendar days in
writing of the cause of the delay If, on the basis of the facts and the terms of this Agreement,
the delay is properly excusable, the City shall, m wnting, extend the time for complettng the
work for a penod of time commensurate with the period of excusable delay
B Ri h� ts Upon Termmation In the event of termination, the City shall pay for all
services performed by the Consultant to the effective date of termination, as described on a final
invo�ce subm�tted to the City After termination, the City may take possession of all records and
__ _ ___ _data wrthin the_Consultant's_possession pertairung_to-this_pro�ect which-may-be used by the City-- --
withvut restnction. Any such use not related to the project which Consultant was contracted to
perform shall be without liability or legal exposure to the Consultant
Bremerton/MWH Americas. Inc
Warren Avenue Brid�e Water Mam R�lacement and Flow Control Pro�ect
Page 6 of 7
CITY OF BREMERTON >
� �
By P nt
1ts. �
Date• 9—ll — /?�
Ap roved as to form
Bremerton City Attomey
R 1LE(3AL\Contracts�fORMS�Professional Sernces Agreement Form (2003) doc
CONSULTANT
I�
�
est: .
i Clerk
Bremerton/MWH Amencas, Inc
Warren Avenue Bnd�e Water Maui Replacement and Flow Control Project
Page 7 of 7
�, a,
ExHiair A
SCOPE OF WORK
CITY OF BREMERTON
ENGINEERING CONSULTING SERVICES
FOR
WARREN AVENUE BRIDGE WATER MAIN
REPLACEMENT & FLOW CONTROL PROJECT
INTRODUCTION
The City's objective for this project is to replace the steel pipe portion of its 20" Water Ma�n
across the Warren Avenue Bndge, provide se�smic isolation valves on three separate water mains
r crossing the Port Washington Narrows crossing to East Bremerton and make flow control
improvements at 2 or 3 of those same locations.
The project involves the replacement of approximately 1,720 ft of 20-inch diameter bridge
supported pipe extending from the south bridge abutment of Warren Avenue Bridge to the north
bndge abutment located in East Bremerton In addrtion, flow control including seismic actuated
valve closure capability will be designed on three water mains crossing Port Wash�ngton
Narrows (Bremerton side) at Warren Avenue Bridge, Manette Bridge and Snyder Avenue.
The initial scope of work for the project includes four ma�or categories of work tasks, as follows
1 Project Management, Meetings, and Quality Assurance/Quality Control
2. Design and Project Perm�tting
3. Bidding Assistance
4 Engineering Services During Construction
A more detailed description of the scope of services, and services to be provided by the City are
identified herein. The following scope of work descnbes the activities to be completed by MWH
America's Inc (hereinafter referred to as "MWH" or "Consultant") and its subconsultants.
I. Proj Manageme Meetings, and Quality Assurance/Quality Control
Task 1. Project Management
Manage the entire project scope of work for Tasks 1 through 10 for a penod of six (6) months,
including monitoring the schedule and budget, making staff assignments to maintain the pro�ect
schedule, and general management and coordination of project staff as descnbed below.
Prepaze and submit a Pro�ect Execution Plan. The Project Execution Plan will assemble
and document the basic plan and procedures to be followed to manage and execute the
work and will include the following project team organization, team contact list,
communication protocol, scope of work, budget, quality control procedures, and
schedule.
fNWH Page 1 BREMERTON WARREN AVE BRIDGE
T117N2 WATER MAIN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
ExHisiT A
SCOPE OF WORK
2. The work will include development of a project schedule with product due dates, work
schedules, and milestone events. The schedule will be produced using Pnmavera P6 and
will be submitted to the City of Bremerton in pdf format. Provide up to two schedule
updates as needed.
3 Manage the project's subconsultants This subtask includes preparing subconsultant
agreements, coordination, schedules, and invoicing. Subconsultants will be used for
surveying and conosion protection system assistance.
4 Monthly Status Report/Invoice Prepare and submit monthly invoices and a brief
monthly status report includmg: brief summary of work accomplished during the
previous month, budget status, expenditures during the previous month, and issues to be
resolved or coordinated with the City. Submit with each monthly report/invoice a
summary of monthly project costs per task and total cost to-date per task
Task 2. Meetings
Coordinate and conduct meetings/telephone conference meetings for project as described below:
1 Site Visit. Prepare for and attend a field visit to the Warren Avenue Bridge, Manette
Bridge and Snyder water main crossing azeas on the day of the kick-off ineeting Observe
and document existing field conditions, potential design and construction constraints and
operational considerations.
2. Kickoff Meeting Prepaze an agenda and attend the kick-off ineeting at City offices. Prior
to the meeting, review existing pro�ect documentation such as site survey data, Dames
and Moore report, WSDOT bridge drawmgs/specifications, Utility information, and City
provided documents on existmg control/setsmic valve and other mformation. The
meeting will be attended by two (2) MWH staff (the PM and PE) Review basic pro�ect
requirements and constraints, including pipe material evaluation, key civil and structural
considerations, WSDOT coordmation, permitting requirements, water system operations,
key construction issues, local commumty concerns, pro�ect schedule and other issues.
— -----3.--Gonceptual-Design-Alternatives-Meeting. Meet with-City-staff-(two MWH-engineers-for
a 3 hour meeting in Bremerton) to review and discuss conceptual options identified in
Task 8 and to identify the prefened alternative for further design. A structural engineer
will participate by conference call
4. Monthly Telephone C�nference Meetings Conduct bnef (less than one hour) monthly
telephone conference meetings with City staff on design and permitting issues during the
work of Tasks 1 through 10 from pro�ect initiation through completion of design T'his
task assumes that up to six (6) meetings will be held Meetings will mclude attendance
by MWH Project Manager and MWH Project Engineer as necessary. A consistent time
and date for the meehngs vv�ll be determined by mutual agreement. Summary meeting
notes documenting ma�or decisions will be �ssued
MWH Page 2 BREMERTON WARREN AVE BRIDGE
7li7N2 WATER MAtN REPLACEMENT PROJECT
EXHI8IT A— SCOPE OF WORK
, .
ExHisiT A
SCOPE OF WORK
Task 3. Quality AssurancelQuality Controi
1. Prepare a Quality Assurance/Quality Control (QA/QC) Plan (brief inemorandum) for the
pro�ect that identifies personnel and schedules to complete reviews of the work products.
2 Conduct an in-house Technical Advisory Committee meeting early in the predesign
phase to obtain input from MWH's senior technical staffto provide guidance and input
3 Review of the Consultant's deliverables Provide internal review of deliverables prior to
submittal to the City, starting at the predesign, and contmuing through the final review of
the completed design.
4. Surveytng and drawing files will comply with MWH CADD Standazds
11. Design and Project Permitting
Task 4. Surveying
Provide surveying and preparation of base maps for the water main replacement and flow
control/seismic valve improvement project. The azeas to be surveyed and mapped aze as follows.
Warren Avenue Bridge Srte. Survey single "P-line" between both bridge abutments on
the existing sidewalk (east side) deck aligned with the outboard guazdrail. Provide spot
elevations at 50-ft intervals, bridge abutments, bridge deck expansion/contraction joints
and at the concrete/steel bndge mterface Identify location of existing water main
penetrations through both concrete bridge abutments. Survey construction staging area
limrts located at both ends of the bndge near the abutments, including surface features.
The south and north construction staging areas are approximately 0 6 and 0.4 acres
respectively Provide a topographic ground survey of the flow control valve vault
location extending approximately 50 feet m all directions within the construction staging
azea limits. The actual vault location will be identified prior to field work
2 Manette Bndge Site Provide a topographic ground survey of the construction staging
-----_azea located adjacent to the_existing flow control valve vault at the west end_of_the bridge. _
The construction staging area is approximately 0.1 acres in size.
Snyder Avenue Site. Survey construction staging azea limits bounded by the 0 08 acre
City owned lot located just south of the Snyder Avenue and 25` Street intersection
Provide a topographic ground survey within the entire City owned lot The actual vault
location will be identified pnor to field work.
The surveying and mapping work will mclude the followmg•
Horizontal and Vertical Control Provide horizontal and vertical control for the project
survey work including control research. Prepare control survey worksheet Use City of
MWH
7/17N 2
Page 3 BREMERTON WARREN AVE 9RlDGE
WATER MAiN REPLACEMENT PROJECT
EXHlBIT A— SCOPE OF WORK
I�
ExHiBir A
SCOPE OF WORK
Bremerton project control for establishing both vertical and horizontal datum The
vertical datum will be NAVD 88 and based on existmg benchmark monuments Project
coordinates will be assumed 10,000 / 10,000 assigned to one point in the project and the
basis of bearings will be the City of Bremerton WSPCS North Zone, NAD 83/91. These
points and the entire pro�ect v�nll be referenced by conversion table to the City of
Bremerton WSPCS North Zone, NAD 83/91 referenced to at least two (2) of the nearest
available Crty geodetic control monuments at each site and both sides of the Warren
Avenue bndge.
2 Engineering Base Map. Merge ICrtsap County Lidar topography with ground survey data
and prepare engineering base map in AutoCAD to produce a 1' contour interval
topographic base map of the project areas defined above.
3. Conduct utility reseazch. (Note: the City is, to provide research documents and locate
services for any City owned utilities, which pnmarily involves the water distnbution
pipelines and appurtenances). Contact utility agencies prior to ground survey to acquire
location and utility type information for electncal, gas, communications and other
utilities. Identify uttlity size and location on engineering base map No potholing is
planned
Task 5. Field C3bservation/lnspecfion of Existing Pipe Supports 8 Connections
Conduct a one day, two person, field observation and inspection of the 20" water main pipe
supports, connections and bracing located beneath the elevated sidewalk (east side) between the
Warren Avenue Bridge abutments This task is necessary to assess the existing structural
condition, installed dimensions and potential corrosion of the existing pipe supports which
consist of supports mounted on concrete corbels, steel girder brackets and concrete deck hangers.
Observation/mspection will provide guidance in determining the long-term capability of using
existing pipe supports for the water main replacement project
MWH will require the use of proper UBIT (Under Bridge Inspection Truck) equipment provided
by the City or WSDOT. The equipment (including tie-offs and/or harnesses as needed), special
operator and traffic control will be provided by and coordinated by the City under separate
contract through WSDOT or others MWH will observe proper safety traimng, and vv�ll provide a
—Health_and_Safety_P_lan (HASP_)_prior_to_the_inspection._Safei}± training directly_ related to UBIT _
will be provided by others
Task 6. Initial Agency Coordination Meetings
1. WSDOT Coordinarion Meeting Prepare an agenda, schedule and attend a meeting with
WSDOT to review the basic project descnption, requirements and constraints The
meetmg will be attended by one (1) MWH staff engineer. A structural engineer will be
available to participate by conference call This meeting will consist of discussing future
WSDOT O&M (near tern�llong term) schedule, water main replacement project schedule,
utility connection requirements, permrt application requirements, traffic control
requirements, bndge capacity for utility loading and other key issues. Meeting is assumed
MWH
7/17N2
Page 4 BREMERTON WARREN AVE BRIDGE
WATER MAlN REPWCEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
,� �
ExHieiT A
SCOPE OF WORK
to be located at WSDOT Olympia regional offices located in Olympia, WA Prepaze a brief
e-mail summary of key findings/issues from the meeting and distnbute to City.
2. Cascade Gas Company Coordination Meetmg. Prepare an agenda, then schedule and
attend a meeting with Cascade Gas to review the basic project description, coordination
requirements and constraints associated with the gas line ad�acent to the water lme on the
bridge. The meeting will be attended by one (1) MWH staff engmeer. This meeting will
consist of coordinating construction safety requirements, permit review, and potential gas
line relocation requirements, to accommodate the water main construction Any necessary
gas line relocations will be the responsibility of the gas campany. Prepare a bnef e-mail
summary of key findings/issues from the meeting and distrtbute to City.
Task 7. Permits
The City will provide all necessary permitting services required for the proJect as needed. This
includes the following• 1) a pla.nning effort by the Crty to review and plan the strategy for
addressing the pro�ect's permitting needs, and 2) preparation, submittal and acquisition of all
permits. Permits may include permrts required by City of Bremerton, WSDOT, Department of
Health, SEPA, etc Consultant will provide no work under this task. City may use existmg
dravv�ngs provided by Consultant during the preliminary and final design work to support permit
applications as needed.
Task 8. Preliminary Design Memorandum
Develop the preliminary design concept for the replacement of the Warren Avenue Bndge water
main and flow control improvements located at three water main crossings (Warren Avenue
Bridge, Manette Bridge and Snyder Avenue). The work will include the following:
Initial Structural Review Evaluate existing 20" diameter water main structural supports
located on the Warren Avenue Bridge for compliance with the current International
Building Code (IBC) This evaluation covers three different types of structural supports
descnbed on Crty of Bremerton Dwg No A-31; 3050• concrete corbel (fixedlroller
support), steel section bracket (fixedlroller), steel hanger (fixed/roller) This review does
not include review of the structural capacity of the existing bndge girders and/or other
structural bridge elements
2 Basis of Design Review and document the basis of design parameters for the water main
and structural support design proposed for the final design phase. This task mcludes
references to design codes, and identification of deadllive loads, and seismic parameters.
These Basis of Design parameters and loads wnll be conveyed to WSDOT for their
concurrence The City will provide a decision on the pipe diameter required for
replacement of the pipe at the Warren Avenue Bridge, and MWH will rely on this decision
without further mdependent verification.
3 Civil Design Considerations. Civil design considerations deemed important for developing
the final design of both the Warren Avenue Bndge Water Main Replacement and the Flow
Control Improvements will be identified These considerations will be reviewed and a
MWH
7117N 2
Page 5 BREMERTON WARREN AVE BRIDGE
WATER MAIN REPLACEMENT PROJECT
EXHIBIT A- SCOPE OF WORK
o t
ExHteiT A
SCOPE OF WORK
comprehensive list developed for inclusion in the final design. A preliminary list of
considerations is as follows.
Elevated Water Main at Warren Ave. Bridge-
• Pipe expansion/contract�on
• Pipe joint flexibility
• Pipe support system movement
• Pipe thrust and seismic restraint
• Seismic displacement and restraint
Flow Control & Seismic Valve Vaults-
• Vault design
• Seismic valve isolation
• Flow control valve
• Meter
• Thrust restraint
• Electrical & telemetry
4. Evaluate Pipe Matenal. Evaluate up to five pipe matenals (Steel, DI, HDPE, fusible PVC
and CIPP) for water main replacement. Evaluation will consist of developing a weighted
matnx companng the pipe material alternatives on up to eight criteria including the
following: constructability, structural integrity, pipe �o�nts, conosion potential, design life
(longevity), future operation and maintenance and installation costs It is assumed that both
the HDPE and CIPP pipe material alternatives would be installed inside the existing 20"
steel water main (casing).
5 Traffic Control Requirements Provide input on traffic control requirements dunng
construction for inclusion in the Preliminary Design Memorandum. Input will include
cons�derations for closing at least one lane (north bound) dunng construction. Consider
alternative night time closure or other measures to mitigate traffic impacts
6 Conceptual Design Alternatives Meeting Conduct a conceptual design Alternatives
meeting as described in Task 2, item 3
___7._ __ Initial Structural_Support Concept _30% Design After completing the pipe evaluation and _
identification of the recommended pipe material and support system, the imtial structural
support concept will be developed for the design elements.
• Three types of supports (concrete corbel, steel bracket and hangers)
• Relative location of fixed and roller support
• Spacing, position and preliminary connection details (weld vs bolted) of elevated
water main supports
• Layout of flow controUseismic valve and meter, vault, and electncal/telemetry
control
8. Permits. List in table format the pro�ect perm�ts required from regulatory agencies for
constructing the project based on the list of permits provided by the City from Task 7. The
MWH
7117i12
Page B BREMERTON WARREN AVE BRIOGE
WATER MAIN REPLACEMENT PROJECT
EXHIBIT A- SCOPE OF WORK
ExHietT A
SCOPE OF WORK
table wrll summarize the known permit constraints, condrtions and schedule of approximate
application agency review and approval duration based upon information provided by the
CiTy.
9 Schedule. Update schedule (prepazed in Task 1) for the Preliminary Design Memorandum,
covenng preliminary and final design and project construction
10. Prepaze a Predesign Memorandum The above predesign evaluations will be summarized
in a memorandum describing the alternatives considered and the recommended design It
will present the followmg• introduction and background information, description of
existing conditions, pipe material alternatives, coatings, structural requirements, proposed
construction methods and sequencing, permit requirements, and pro�ect implementation
(i.e. prelimmary opinions of probable cost [AACE Class 5] and schedule} for the preferred
alternative. This memorandum will be provided by the Crty to DOH, WSDOT, and other
appropriate regulatory agencies in support of permit applications. Meet with the Crty by
conference call to receive comments and review the draft submittal. Eight (8) copies of the
draft and eight (S) copies of the final memorandum will be provided to the City
11. Scope Review The subsequent final design and permitting work will be based on the
approved concepts and layouts as established in the preliminary design memorandum
developed in Task 8. For the purposes of this scope of work and the associated budget for
the remaming tasks, it is assumed that the prefened predesign alternative will be the
replacement of the water main, constructed of erther steel or DI pipe material, on an all new
support structure (with the exception of the concrete corbels) within the same location and
alignment as the existing water main Based on the predesign efforts completed per Task 8,
the remaining pro�ect work scope will be reviewed by the City and Consultant. SigYUficant
changes in the predesign concept when compared to the assumptions above, or any
significant changes made to the planned bid document content, v�nll require mutual
agreement between the City and Consultant, including any applicable scope of work and
budget revisions, if necessazy Similarly, any significant changes made to the design
concepts dunng subsequent design development and final design that differ from the
agreed predesign concept will require mutual agreement between the City and Consultant,
mcluding any applicable scope of work and budget revisions, if necessary.
---- -Task 9.--Final-Geotechnical Studies-- --- --- --- -- - --
The City has determined that geotechnical explorations aze not needed at any of the three Flow
Control/Seismic Valve Vault sites (i e Snyder Avenue, Manette Bridge, and Warren Ave Bridge
vault sites). Consultant will provide no work under this task
Task 10. Final Design
Prepare final design contract documents for the Project as follows:
A. Design Water Main Replacement and Flow Control/Seismic Valve Vaults Prepaze a
detailed design for the watermain matenals selected for final design Analysis shall include
MWH Page T BREMERTON WARREN AVE BRIDGE
7H7112 WATER MAIN REPLACEMENT PROJECT
EXHiBIT A—SCOPE OF WORK
ExHietT A
SCUPE OF WORK
evaluation of intemal working and surge pressures, external loading conditions,
temperature stresses, required pipe bending stresses, and defirution of the final pipe wall
thickness design. �
B. Flow Control 1Seismic Valve Vaults It is assumed that valve vaults v�nll utilize standazd
precast utility vaults with vault design by the manufacturer. It is also assumed that there
will be a common vault and piping layout utilized among the three vault locattons.
C MWH will not be responsible for any evaluation of the capacity of the Bridge or elements
of the Bridge to support the pipeline loads; the load capacity of the bridge and bndge
structural elements shall be the responsibility of WSDOT, and MWH will rely on the load
capacity information without further independent verification.
D. Prepare Contract Drawmgs. The work associated with facilities to be designed includes•
1
2.
4
5.
6.
7
Plan and profile drawings for the water main replacements
Elevated pipe support details
Flow Control/Seismic Valve vault plan and profile drawrng for up to 3 locat�ons
(Assume common destgn at all three locations)
Electncal and Telemetry plan (Assume common electrical/telemetry design at all
three locations)
Surface restoration requirements
Connection details (new ptpe to existing)
Miscellaneous piping and civil details
The following drawmgs are expected be included in the Contract Drawings•
Draw�n� No Description
General
G-1 Cover Sheet
G-2 Vicinity Map, Location Map, Index of Drawmgs
G-3 Symbols and Abbreviations
G-4-----General-Notes— -------------- - ---
General Civil
GC-1
GC-2
GC-3
Civil
C-1
C-2
MWH
7I17112
Construction Access and Stagmg Plan - I
Crvil Details - I
Civil Details - II
Water Main Demolition
Water Main Plan and Profile - Sta. 0+00 to Sta. 9+00
Page 8 BREMERTON WARREN AVE BRIDGE
WATER MAtN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
� � �
ExHie�r A
SCOPE OF WORK
C-3 Water Main Plan and Profile - Sta. 9+00 to Sta 17+20
C-4 Flow CantroUSeismic Va1ve Vault Site Plans -(3 locations)
General Mechanicai
GM-1 Mechanical Notes and Details
Mechanical
M-1 Flow Control/Seismic Valve Vault Plan & Profile - I
(Warren Ave & Snyder Ave)
M-2 Flow ControUSeismic Valve Vault Plan and Profile - II Manette Br.)
Temporary Erosion/Sedimentation Control (TESCI
ES-1 TESCP Notes and Detaits
General Structural
GS-1 Structural Notes and Details
GS-2 Standard Structural Details-I
Structural
S-1 Pipe Support Sections and Details- I
S-2 Pipe Support Sections and Details- II
General Electrical
GE-1 Symbols -1
GE-2 Notes & Abbreviations
GE-3 Details
Electrical
E-1 Flow ControVSeismic Valve Vault Plans
E-2 Single Line Diagram
E-3 Panel Layout
E-4 Schematic Diagram
Tr�c Control
- ----- - -- ---------TG-1— Traffic Control-P-lan -- ---- — - -
TG2 Traffic Control Detatls
Plans wnll be prepazed �n 22" x 34" format for reduction to 11" x 17" document format for
use during design reviews and bidding.
D Final Specificat�ons. Prepare the final specifications, biddmg and contract documents, all
referred to as Contract Documents, required for the work. The Contract Documents will be
prepared using the City's front end documents and general conditions (Division 0) and
Consultant's Technical Specifications (Division 1 through 46) based in CSI format
Specifications shall include earthwork, pipmg, corrosion protection, structural
MWH Page 9 BREMERTON WARREN AVE BRIDGE
7/17112 WATER MAIN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
I � )
ExHiBtr A
SCOPE OF WORK
(miscellaneous metals and grout only — it is assumed that no specifications are requued for
any new concrete work) and other associated specifications as required.
E. Review with City. Attend a review meeting (by conference call) with City staff (one
MWH engmeer) at the 60 percent and 90 percent levels of effort. Review comments
received from the City and other permitting/approval agencies will be included in the 100%
Bidding/Contract Documents for the project. A three (3) week City review period is
assumed for each of the design completion levels The 60 percent design completion level
deliverable will include the front end contract documents and an outline of the technical
specification and selected plans. The 90 and 100% design completion level deliverable will
include all of the Contract Documents (including Division Q and technical specifications)
and all drawings
F. Final Contract Documents Produce final Bidding/Contract Documents including reduced
plans and technical specifications suitable for bidding purposes. A single bid package is
assumed for this project A single full size unbound bid-ready set of the Bidding/Contract
Documents (signed paper originals of drawings and specifications) will be provided to the
City. In addition, 3 bound sets of half-size drawings (11"x17") and specifications will be
provided to the City
G. Engineer's Opinion of Probable Cost An Opimon of Probable Construction Cost will be
prepazed at the 60% (AACE Class 4) design completion level. A final Opinion of Probable
Construction Cost (AACE Class 2) will be prepared at the 100% design completion level as
an estimate of the project constructian cost.
The client acknowledges that MWH has no control over cost of labor, materials,
competitive bidding environment and procedures, unidentified field conditions, financial
andlor market conditions, or any other factors likely to affect the OPCC of this pro�ect, all
of which are and will unavoidably remam in a state of change, especially in light of the
high volatility of the market attributable to Acts of Gad and other market events beyond the
control of the parties. The client further acknowledges that this OPCC is a`snapshot in
time' and that the reliabilrty of the OPCC will degrade over time. The client agrees that
MWH cannot and does not malce any warranty, promise, guazantee or representation, either
express or implied that proposal, bids, project costs, or cost of O&M functions will not
__ vary_significantly_ from MWH's_good faith OP_CC --- � ____
III. Bidding Assistance
Task 11. Bidding Assistance
This Consultant will not proceed with the work of this task without pnor written authorization
from the City. The scope of this Task is limited to the budget established for this task.
A Respond to questions received from prospective bidders. The City will field all bidder
questions initially and wtll pass along selected questions where Consultant input is needed.
MWH
7N7/12
Page 10 9REMERTON WARREN AVE BRIDGE
WATER MAIN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
ExHieiT A
SCOPE OF WORK
B One (1) MWH staff engineer will attend a prebid conference conducted by the City
C. During the bidding penod prepaze addenda items determined necessary�to clanfy or correct
the Contract Documents in response to questions received from Bidders by telephone and
at the prebid conference.
D Provide continued Task 1 Pro�ect Management activities (i e management of team,
monitoring of scope and budget, and monthly status report and invoices) for 3 months
period durmg Bidding Assistance phase.
IV. Engineering Services During Construction
Task 12. Engineering Services During Construction
This Consultant vv�ll not proceed with the work of thts task without prior written authorizatton
from the City. The scope of this Task is limited to the budget established for this task.
Hours estimated for engineering services during construction are based on the assumption that
Consultant is not performing on-site field inspection or Construction Management Services
Consultant shall not be responsible for the means, rnethods, techniques, or procedures of
construction selected by the Construction Contractor or for the safety precautions and programs
mcident to the work of Construction Contractor or for any failure of Construction Contractor to
comply with laws, ordinances, rules, or regulations applicable to the construction work.
Consultant and the City recognize that the Construction Contractor is responsible for ensuring
that constructron is in accordance with the plans and specifications. It is assumed that the City's
standard forms will be used for records and reporting procedures The overall scope of work
described in Task 12 is limtted to the budget available based on the man-hours described herein
1 Meetings/Site visits. Attend construction pro�ect meetings at the project srte (or City
facilities) as requested by the City and further described below Attend up to four (4)
meetargslsite visits as requested by the City to discuss pro�ect progress and design related
issues and/or conduct site visits to observe on-gomg construction conditions and key
_ — __elements_of_the_work._Construction _activities_observed which_ do not_ meet the contract _ _ __ _ _
requirements will be noted. Written field observation notes will be prepared and
submitted to the City. The budget for this task assumes that each meeting and/or srte visrt
will last up to 2 hours (not tncluding travel) and that 1 MWH staff inember will attend
each meeting.
2. RFC's, Changes, Miscellaneous Consultations. Provide clarification of contract
dacuments as presented in Requests for Clarification (RFC's), evaluate pro�ect design
changes proposed by the Contractor, provide review of City responses to RFC's, and
provide miscellaneous consultations as further described below. A total of 92 Office
Engineer hours of effort are budgeted.
MWH Page 11 BREMERTON WARREN AVE BRID�E
7/17l12 WATER MAIN REPLACEMENT PROJECT
EXHiBIT A— SCOPE OF WORK
, � >
ExHiBir A
SCOPE OF WORK
a. Interpretation and Clarification of Contract Documents. Provide requested
clarification and interpretation of the contract plans and specifications Provide
written response to formal Requests for Clanfication (RFC's) submitted by the
Contractor and distributed ta Consultant from the City
b. Review City Responses to other RFC's. Receive, review, and maintain files of
other RFC responses prepared and issued to the Contractor by the City.
c. Miscellaneaus Consultations. Provide miscellaneous consultations to the City
throughout construction. Respond to phone calls, participate in teleconferences,
send and recetve faxes, and correspond via e-mail with the Crty throughout the
duration of construction.
3. Submittals Review Receive electroruc copy of selected shop drawings, material
samples, and other submittals from the City for review by Consultant The City will
route the submittals to the appropriate Consultant personnel electronically for review.
Review these submittals for conformance to the intent of the Contract Documents
Compile written comments and return electronic/prurted copy of each reviewed submittal
with responses to the City upon complet�on of the review process and by the deadline
mdicated by the C�ty (mirumum 14 days review period is required) Retain the remaining
pnnted copy of the submittal for the Consultant's files Evaluate selected substitution(s)
and `or equal(s)' proposed by the Construction Contractor during construction and
provide recommendahons to the City for final approval 5ince the number of submittals,
re-submittals and substrtutions to be reviewed is undefined, the scope is limited to a
maximum of 86 hours for Office Engineer time to review Construction Contractor
submittals plus general coordination, technical assistance, and Quality Assurance/Quaiity
Control.
4. Prepare Record Drawings. Incorporate the Construction Contractor's record information
on CAD design files Changes in materials, elevations, and location, from that shown on
the plans will be shown based on the information provided by the Construction
Contractor. Final electronic AUTOCAD files, and a pdf file copy will be provided. Up to
60 hours is budgeted.
5. Provide continued Task 1 Project Management activities (i.e. management of team,
----- -- monitoring - of - scope - and - budget; - and - monthly - status - report - and - invoices} - for 9-month---------
periad during Construction phase.
Task 13. Undefined Services
As it is difficult to accurately determine the nature of all features required for tlus pro�ect during
bidding and construction phases of the work, a contingency fund representing appraximately 10
percent of the total budget for engineering services is included in this task The funds mcluded
m this task cannot be utilized without prior written approval from the Crty of Bremerton.
MWH
7/17N 2
Page 12 BREMERTON WARREN AVE BRIOGE
WATER MAIN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
� � i
ExHIBtT A
SCOPE OF WORK
Project Schedule
The work descnbed herein will be conducted in accordance with the schedule descnbed below
1 Prelimmary Design
2. Final Design
3 Permitting
4. Bidding, Award, and Contract Execution
5 Services Dunng Construction
6 Construction NTP
a. Submittals
b. Materials Acquisrtion
c Installation
Additional Services
Aug - Oct 2012
Nov 2012 - Jan 2013
Feb 2013
Maz - May 2013
Jun - Dec 2013
June 2013
Jul - Aug 2013
Oct - Nov 2413
The following services are not included in the basic services and will be considered extra work to
be performed by Consultant, if authorized by the City of Bremerton m a contract amendment
1.
2.
3
Provide construction management services
Provide part time or full-time mspection services
Provide on-site mill inspection of the pipe as requested by the City.
4. Addrtional survey of existing pipe support locations on bridge if initial spot checking of
pipe support locations neaz the two bridge abutments are found to be inaccurate on existing
WSDOT as-bUilt dravv�ngs
F�
�
Permitting assistance, if required.
As requested by the City, provide any other additional services not specifically included in
the scope of work above
Services Provided By City of Bremerton
---- Services to be provided City of Bremertori include the following:
2.
4.
5
MWH
7J17J12
Right of entry to all azeas required for surveying, geotechnical, and other design
activrties
Permitting including agency coordination, permit applicat�ons, etc
Analysis of flow capacity needs at Warren Ave. Bndge Water Main, and a decision on
the required pipeline diameter.
Provide any potholing required for City owned utilities and water services.
The City vrnll distribute 6 copies of Contract Documents (bid or conformed) to Consultant
for its use during construction.
Page 13 BREMERTON WARREN AVE BRtD6E
WATER MAIN REPLACEMENT PROJECT
EXHIBIT A— SCOPE OF WORK
� i h
EXHIBIT A
SCOPE OF WORK
6. The City will distribute Contract Documents and addenda through an electronic web
posting service.
7 The City will route construcrion submittals electronically to appropnate Consultant team
members.
8. All legal services related to contract review, protest, cla�ms and related items.
9. Construction management and administration services
10. Coordination vv�th all permitting agencies dunng Construction to verify compliance with
permit condrtions.
MWH
7/17/12
Page 14 BREMERTON WARREN AVE BRIDGE
WATER MAlN REPLACEMENT PROJECT
EXHI8IT A— SCOPE OF WORK
EXHIBIT B - SCHEDULE
WARREN AVENUE BRIDGE WATER MAIN AND FLOW CONTROL PROJECT
� �
N � N N � (�l � t7 C7 � � � f7 (7 M l+f
� N V O N N � � ( a R > > > N � O
Q !A � .Z 0 � L.L r 2 d �' - 7 � Q Cq � Z
1'
.•
Notes �
1) Dashed schedule bar denotes intermittant actwity �
i J •
. ,. .
EXHIBIT C
Fee Schedule
MWH Americas, Inc. 2012 Schedule of Hourly Rates
Warren Ave. Bridge Water Main and Flow Cantro[ Praject
Employee Classification
Senior Company Officer
Pr�ncipal Professional
Supervising Professional
Sentor Professional
Professional
Assoc�ate Professional
Designer
Resident Eng�neer
Inspector
Pro�ect Controls Spec�aiist
Administrator
Clerical
Non-salarv Expenses
CADD
�
2012 Labor Rate
$225 per hour
$205 per hour
$165 per hour
$145 per hour
$121 per hour
$102 per hour
$ I 10 per hour
$135 per hour
$112 per hour
$l35 per hour
$90 per hour
$66 per hour
$18 34 per hour
Appl�ed Pro�ect Costs (APC) $10 40 per personnel hour
Mileage Standard Audited Federal Rate per mile (currently $0 51) plus 10%
Other Direct Costs Actual Cost plus 10%
Subconsultants
Actual Cost plus 10%
________ _The �ndiv_�duai hourly_ labor rates for_2012_tnclude_salary, overhead,_and_profit _M_W_}-I's_non�
salary expenses, include applied pro�ect costs (APC), computer aided draft�ng and des�gn
{CADD}, mtleage, and other direct costs (ODC's), tncludtng subconsultants, if required
M�leage, ODC's and subconsultants w�ll be charged at actual cost plus 10 0% to cover genera(
and administrative (G&A) overhead. Individual hourly rates beyond 2012 will be increased
annually (approx�mately Apr�l 1 of 2013, etc ) based on annua) salary ad�ustments
� ,. ;
t
7/1B/2012 SUR4�AARY Of ESTUMATEO PROJECT COSTS
City of Biemsrton Wanan Awnus Brldgs Water llsln Replecamanl end Fbw Control Impmrements PreJeet
M1WH Amarkes, Ina
uNOC - oNCC - PraJaet
StrucWnl Structural Geuteehnieal , SM+cturet
r+►u�se i PROJE�Z�STF�j{T. MEET�IGS. ANO QA/QC �
1- PROJECT MANAGEMENT, MEETM65, AN6 ONQC
(,,Z Pro/eetM�naoamant `
;
�+
�
I
� 1WSG TOTAt OQC 8 APC 8UBTASK T0.5K
TOTAL TOTAt, �� OpC'S SUB S W! MARKUP6 (S10 4011u) TDTAi. COST TOTALS
�
HOURS SAL COST s t i f ! S f
A Indief ProJed Selup 3 5 7 8 5 3 Q 4 11 1 720
8 Projecl ManegemmUPraJect ConUots 10 5 5.1 8 1 22 3 268 0
C PrepereAtpdate ProJecl Schedub (4 updales} 1 8 1 B 7 0 11 1 495 0
D Manege ProJM SubwnsWtertts 1 8
2 359 4
E NbMhty Staius RepaAS erd Invoices (6) 5 9 2 6 $ 8 7Q 5 21 Z g2'/ 0
Lt StlBTOTAL 0 Q 0 Q 2Z8 61 12.3 Q 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 S� 81 10 5 6 t 691 i9,768 f0 SO f0
13 Maeunas
A Sna V�sN end KidcoH Meetng 3 5 70 5 7 8 18 18 3 09B 0 6p
8 Conceptual Despn Meenng 3 5 7 0 2 b 2 6 3 5 19 3 7 73 � 84 50
C Monthly Tekphone Corrterenu hbeUngs (B) 5 3 7 9 5 3 1 B 3 5 24 4.289 ' 0
1.48UBTOTAL 00 00 12.7 I5.4 �6 98 /8 57 00 00 00 �5 00 DO QO 00 0.0 604 {70,481 f64 f110
j�9 QualNV AuuranedQuotltv Control
A �uefAy AAenegement Pten 1 8 0 8 3 417 D
8 TAC MeetmQ 1 8 1 8 1 B 1 B � 1 38S 0
C Work Products Rev(ew 193 7 0 6 1 1 8 3A 8 5B4 32
0 0 4
I75UBTOTAL �10 89 �S 78 00 OD 00 61 00 00 1! QO 00 00 00 00 09 IJB SB,788 f72 f0
PHASElSUBTOTAL 2f0 88 3Di 7J9 f1.D DB 18 tft 00 00 - 18 35 00 b.3 6J fOd 70 t77.7 fZa,62B SD8 t110
PHASE II - DESIGN AND,p�OJECT PERMITTING
tl- OESIGN AND PROJECT PERMRTING
� �II�lY1IIH
A SurveyConlros r e � 501 Q
UUdty Reuerch Sune n se p 1 8 1 B
p48UBTOTAL QO 00 00 16 1.t 00 00 00 00 00 QO QO 00 00 00 OQ QO SS f801 f0
(4¢ Fktd OWarvatloMnswetbn ol Erlspno Ploe Suoaorts d Con�ectWns
0
0
O
0
0
so
88
118
0
f0 51l5
0
0
�
0
t0 f�7
to s�t�
10 B00 11 9B0
so s�o,9oo s»,4eo
A Fieid ODsarvetnnflnspecUon t 8 7 � 8 1 304 0 785 t Y00 2 162
H.58U6TOTAL 00 00 00 18 00 00 7G 00 �0 00 00 00 C4 DA 40 QO OA 88 f1,]04 30 3785 f1,700 f2,182
(f,¢ �p(((elAnenev Coord/natbn Maetlna�
A WSDOTMeeUnp 53 28 26 71 1883 OB 1� Q 75B
8 Guade Naturel Gas MeednQ 5 3 6 888 0 SC 0 55
B 8 SUBTOTAL 0 0 6A OA 10 5 0 0 t8 OA 0 0 0 4 Q 0 0 0 4 8 0 D Q 0 D Q G D Q 0 15 ! S 2,56Y y19 5750 t0 t21�
�� Pem�lh
A IdenUiy Pemits end Devebp Treckmp Lisl
0 0 I 0
8 Prepem SEPA Checkllat
0 0 0 p
C Prepero Pertnd App4utans (Bkp 8 Sho�ehne PermB) 4 0 ' 0 4
D Waepplration MbeUnp SuppoA 0 0 0 0
R7 6UBTOTAL D 0 0 0 0 0 0 D D 0 0 0 0 0 6 0 C 0 f - f0 t0 SO
Ijq PrelkMrrrvDeifanMemersndum
A InAial SWalu�el Re�new of Fstvl WM SuppoAS 1 8 7 Q 10 18 2 739 0
8 Bes�s ol Deagn 1 8 3 5 7 0 �Z 2 021 0
C GvY Dxpn Caraideretasro Elevated PfpWalve Veutl 1 6 3 5 10 5 3 S 18 2 679 0
D Evalwts Pipe Mebnal 2 6 7 0 7 0 17 2 540 p
E SWCturel SuppoA Coneepl (DwpalDetedc) - 30% Deslpn Le� 5 3 74 0 19 3 106 0
F PeimXs 0 9 1 144 0
G P�oJedSchedWe 09 1 144 0
H Preparc PreG�nery Oaqn AAemorantlum 5 3 7 0 28 Q 5 3 10 5 1 8 58 8 507 0 2M g00
�.e suerora� oa o o � s u e as.a � o ae s s.s o o a s o o a o o a o 0 0 0 0 0 0 0 �as.s u�,se� '� saoo s400
Jj,,4 GooeeeMiulSrodles i
A FNd Exqoietlont 0 0 0 0
B Ubontary TesUnp � 0 0 � 0 p
C Erpineermp MMysk p 0 p
0 GeoteNnkal AAemoranAUm (4 pepe IuM} 0 0 0 Q
YA SU8T07/LL. 0 Q 0 0 p Q 0 0 6 C Q 0 0 0 0 0 � 0 SO '� sp f0 f0
11.14 Desian
A Final Pipe Dscgn 5 3 10 5 18 2 797 0 900
B CanhaU DreMm�ps 55 1 50 8 28 0 45 5 66 5 �7 3 238 3 528 69 731
5199 �0 7 OOD
C Fme� Spedtfeatfons 15 8 78 B 9 S 7 0 14 D
pt 0 100 77 5 p
D Reaew Meelxige wdh Gly (6Q% 8 8016 Desqn Levei� 8 8
9 � 0 �
0
0
0
0
f0
0
0
0
0
0
0
0
�.z�o
s+.��o
0
0
0
0
f0
990
8 829
0
710
719 1838
229 3�84
710 7 604
18 377
247 3 77I
sra s�o,�se s�o,�aa
183 3 3+16
201 3 �31
2�7 � 530
{871 i11,710 f17,910
27 444
73 1 438
357 B 873
0 D
f457 t8 BSS S8,8S5
t+,s�a sso,as� uo,ess
37 12 527
a� s�s.ss� s��.ui
91 3 S57
f91 53,557 f1,557
it0 1881
56 976
5/85 f2 6�7 f2,Y�1
0 0
0 0
0 0
0 0
t0 f6 i9
185 2 803
128 2 149
�01 2 880
174 2 714
201 3 307
8 151
9 1S6
rm �ouo
ft /90 f?A,662 S20,b82
0 0
0 0
0 0
0 0
f0 t0 fQ
185 329t
5 532 B4 093
t r83 19 019
91 1 845
.� ' ���
E FMaI ConUad Oowmerds 3 S 7 0 3 5 7A 7 0 2t 0 �g g gyp 385 385 512 7 579
P ErpuKers Opmnn ot Probebk Conafrue6on Cost 1 B 1 8 3 5 52 5 6Q 8 471 � 0 622 10 083
0.!0 SUBTOTAL 0 0 OA 7.� � 1 150 5 35 0 59 S 87 S Q 0 0 0 47.7 I5f.3 525 0 0 0 0 0 0 tt 0 802.4 5108 981 ss�`�6S i406 f�,9UQ f 10,.113 S8A05 St25 860 i115 660
PHASEIIS!lBTOTAL 0.0 0.0 HA lI6.D 1Y7a 60.0 f03.0 eD.� 0.0 �.6 p.� ?SD.O btb OA 00 QO HO iT�O lJJ�p6 ��� 15Yb 18900 ISld9 lOieD 16DJ67 f169,2&1
PHASE tll • BIDWNG ASSISTANCE
III - BIDDING ASSISTANCE
� Bld�naAstMann
A PmJeet AAemgemenUPmJed Contmk (3 MonU�s) 6 t d d 13 7 898 � 0 136 2 734
8 Monlhly SfetuE Repmta �nd Irnates (3) 3 4 3 8 14 1 755 � 0 146 1 801
C Respond W puesUOns fmm 8ldders 2 6 � � 18 2 B80 4 0 167 3 047
D Atleml Pre-Bd CoMarenos B
8 990 � 0 63 1059
E P�epare Mdenda 2 ♦ 42 2 2 22 3 262 0 0 230 3�82
p1.11 SUBTOTIIL 0 0 13 18 12 8 0 1 0 0 G 0 0 9 ] 6 S 71 it0 8C5 f0 :p {p 3p f7�2 511,617 f11,827
PMASEUIS!lBTOT/U. 0 0 17 tY !2 C 0 6 0 0 0 0 0 3 7 i 7 Tf f06l3 0 Q 0 0 71I 11Q27 f11,827
PHABE N- ENGINEERING 81lPppAT gERVICES DURIN6 CONSTRUCTtON
N • EN6INEERING SIIPPORT SERVICES
1�2 Enaln�erl� Sunoorf Smvle�s
A ProJeci MenspemenUprqect Controh (9 hbnlhs) 18 2 S 10 39 5 B95 0 0 408 6 303
8 Manthy Stetus RapeRS end Imeioes (8) 9 6 8 /8 � 1 5 700 0 0 47A 5 528
C MeetngslSNe Via1s t1? 20 1 27 1455 0 2W Z20 282 I OS7
D InurpratehoNCWdy oi Cantred Doc 3 Msc Conwtl t2 t6 16 B 8 10 88 17 7gg 0 0 717 11 BO7
E RFC� Chenpes 1D 2 B 6 24 3920 0 0 2S1 4171
F SuEmnbb Review i8 34 12 21 88 72 45q 0 0 99Y 13 953
G Reoord Drawpp� 2 8 t2 �4 80 6 778 85/ tIT 1 118 627 8 518
N 12 SUBTOTAL 0 0 �Y 77 56 10 2� �7 0 0 12 �0 0 Y Y 1� t0 �4S tt9,788 tYSI f74T f0 t1,73S f],805 i51,777 f6r,777
PHASENSUBTOTAL 0 0 7i 71 ba f0 ZI p 0 0 17 10 0 ! 9 t[ !0 915 ID7D6 Y� 317 0 1»S 7BOJ b17�7 SS1,7�7
t t f t f t 1 1
JV.f7 Mania�m�nt R�swe - /10%t f � , �
Lil Reaervs to ror�r eun�nW untnGNoaMtl aohntltl �ddlflona! work tluf mav eoms un durfno Blddfrw am! CoroWetlon PMsu MwMiw noulata f«�•�• �srn(fftno raulr�ments dmhn Issuss. ste �f M� dfscnNon o/ Ma GN
WATERMAIN LACEIMENTPROJECTT07ALS fh t7 D f0� S50 Jdt 8f 1�t 1 0 � Qt 30� � f 9t 33 1t tQ62 df4 QAi ilD72 Si 900 N !!]2/ il8 2�0 tZD �0!