HomeMy WebLinkAboutResolution - 2004-R0397 - Engineering Services Agreement For Paving - Parkhill, Smith & Cooper, Inc. - 08_16_2004Resolution No. 2004-R0397
August 16, 2004
Item No. 46
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock, an Amendment to the
Agreement for Engineering Services between the City of Lubbock and Parkhill, Smith &
Cooper, Inc. for the paving improvements and widening of 98th Street between Slide
Road and Frankford Avenue. Said Amendment is attached hereto and incorporated in
this Resolution as if fully set forth herein and shall be included in the minutes of the
Council.
Passed by the City Council this 16th day
ATTEST:
Rdbecca Garza, City Secretary
APPROVEDAS TO C
City Engineer
APPROVED AS TO FORM:
as/CityAtt/John/Resolutions/PS&C Amend.Res.
July 30, 2004
Resolution No. 2004-RO397
August 16, 2004
Item No. 46
AMENDMENT TO AGREEMENT FOR ENGINEERING SERVICES
STATE OF TEXAS
COUNTY OF LUBBOCK
This amendment, (the "Amendment"), effective as of the 16th day of August
2004, ("Effective Date"), is by and between the City of Lubbock, ("City"), a Texas municipal
corporation, and Parkhill, Smith & Cooper, Inc. ("Engineer") .
WITNESSETH
WHEREAS, the City did enter into a Contract (Original Contract) with Engineer on May
22, 2003 for the provision of engineering services in connection with the widening of 98`h Street
between Slide Road and Frankford Avenue; and
WHEREAS, the city issued a Notice To Proceed under the said Original Contract to
Engineer on May 29, 2003; and
WHEREAS, Engineer has requested a sixty (60) day extension of the date of completion
of the project under the terms of the said Original Contract; and
WHEREAS, the City and Engineer have determined it is to their mutual benefit and
advantage to amend those portions of the Original Contract set forth herein so as to provide for
the said extension; and
NOW THEREFORE, for and in consideration of the terms, covenants and conditions set
forth in this Contract, the City and Engineer hereby agree to the said extension as follows:
ARTICLE I. ORIGINAL CONTRACT
The Original Contract is set forth as Exhibit "A" attached and incorporated herein by
reference as if fully set forth here.
ARTICLE II. DATE OF COMPLETION
The Engineer shall provide adequate resources to complete the services described in the
Original Contract within 16 calendar months of the date of the City's Notice To Proceed and not
later than September 29, 2004.
1
City of Lubbock/Parkhill, Smith & Cooper, Inc.
Amendment
ARTICLE IV. MISCELLANEOUS
All other provisions contained in the Original Contract shall remain in full force and
effect and not be affected by this Amendment.
EXECUTED as of the Effective Date hereof.
CI-1 -- _ _.r....,-. l
ATTEST:
PARKHILL, SMITH & COOPER, INC.
By:
Edwin E. " u ch" Davis, P.E.
Vice President
ATTEST:
Rebecca Garza, City Secretary C. Cla on Yeager P.E ,'-President
APPROVED AS TO CONTENT:
(:2arry
City Engineer
APPROVED AS TO FORM:
o�MKn'i'
ght
Assistant City Attorney
as/CityAtt/John/Contracts/PSCEngineering.Amend 1
July 30, 2004
2
City of Lubbock/Parkhill, Smith & Cooper, Inc.
Amendment
"EXHIBIT A" Resolution No. 2004-RO397
Resolution No. 2003-RO216
AGREEMENT
FOR
ENGINEERING SERVICES
THIS AGREEMENT, between the City of Lubbock, Texas (hereinafter referred to as Owner) and
Parkhill, Smith & Cooper, Inc., with principal offices at 4222 851h Street, Lubbock, Texas 79423
(hereinafter referred to as Engineer):
WITNESSETH:
WHEREAS, Owner intends widen Frankford Avenue between Slide Road and Iola Avenue
(hereinafter referred to as the Project); and
WHEREAS, Owner requires certain professional engineering services in connection with the
Project (hereinafter referred to as the Services) for a design; and
WHEREAS, Engineer is prepared and has the ability to provide such Services;
NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as
follows:
ARTICLE 1 - EFFECTIVE DATE
The effective date of this Agreement shall be May 22, 2003
ARTICLE 2 - SERVICES TO BE PERFORMED BY ENGINEER
Engineer shall perform the Services described in Attachment A, Scope of Services, which is
attached hereto and incorporated by reference as part of this Agreement.
ARTICLE 3 - COMPENSATION
Owner shall pay Engineer in accordance with Attachment B, Compensation, which is attached
hereto and incorporated by reference as part of this Agreement, and compensation for Design
Phase and Bid Phase shall not exceed $814,272.00 without Owner's approval.
ARTICLE 4 - STANDARD OF CARE
Engineer shall exercise the same degree of care, skill and diligence in the performance of the
Services as is ordinarily provided by a professional engineer under similar circumstances at the
same time and in the same locality and Engineer shall, at no cost to Owner, re -perform services
which fail to satisfy the foregoing standard of care.
1
ARTICLE 5 - LIMITATIONS OF RESPONSIBILITY
Engineer shall not be responsible for actual means, methods, techniques, sequences, procedures or
safety precautions and programs used in connection with the Project by others. Engineer shall
assist the Owner in the administering of its contracts with any vendor or other Project participant in
order to fulfill contractual or other responsibilities to the Owner or to comply with federal, state
and local laws, ordinances, regulations, rules, codes, orders, criteria and standards.
ARTICLE 6 - OPINIONS OF COST AND SCHEDULE
Since Engineer has no control over the cost of labor, materials, equipment or services furnished by
others, or over contractors', subcontractors' or vendors' methods of determining prices, or over
competitive bidding or market conditions, Engineer's opinion of cost shall be made on the basis of
qualifications and experience as a professional engineer.
Since Engineer has no control over the resources provided by others to meet contract schedules,
Engineer's forecast schedules shall be made on the basis of qualifications and experience as a
professional engineer. Engineer cannot and does not guarantee that proposals, bids or actual
Project costs will not vary from his opinions of cost or that actual schedules will not vary from his
forecast schedules.
ARTICLE 7 - LIABILITY AND INDEMNIFICATION
7.1 General. Having considered the risks and potential liabilities that may exist during the
performance of the Services and in consideration of the promises included herein, Owner and
Engineer agree to allocate such liabilities in accordance with this Article 7. Words and phrases
used in this Article shall be interpreted in accordance with customary insurance industry usage and
practice.
7.2 Indemnification. Engineer agrees to defend, indemnify and hold Owner whole and harmless
against all claims for damages, costs and expenses of persons or property that may arise out of, or
be occasioned by, in whole or in part, or from; any negligent act, error or omission of Engineer;
or any agent, servant or employee of Engineer in the execution or performance of this Contract.
7.3 Defense of Claims. In the event an action for damages is filed in which negligence is
alleged on the part of Owner and Engineer, Engineer agrees to defend Owner. In the event Owner
accepts Engineer's defense, Owner agrees to indemnify and reimburse Engineer on a pro rata basis
for all expenses of defense. Owner also agrees to indemnify and reimburse Engineer on a pro rata
basis for any judgment or amount paid by Engineer in resolution of such claim. Such pro rata
share shall be based upon a final judicial determination of negligence or, in the absence of such
determination, by mutual agreement.
7.4 Employee Claims. Engineer shall indemnify Owner against legal liability for damages
arising out of claims by Engineer's employees. Owner shall indemnify Engineer against legal
liability for damages arising out of claims by Owner's employees.
7.5 Limitations of Liability. To the fullest extent permitted by law, Engineer's total liability to
Owner for any and all injuries, claims, losses, expenses or damages arising out of or in any way
related to the Project or this Agreement from any cause or causes, including but not limited to
2
Engineer's negligence, errors, omissions, strict liability, breach of contract or breach of warranty,
shall not exceed the minimum amounts required by Article 10 of this Agreement.
7.6 Other Project Indemnities. Indemnity provisions shall be incorporated into all Project
contractual arrangements entered into by Owner and shall protect Owner and Engineer to the same
extent.
7.7 Survival. Upon completion of all services, obligations and duties provided for in this
Agreement, or in the event of termination of this Agreement for any reason, the terms and
conditions of this Article shall survive.
ARTICLE 8 - INDEPENDENT CONTRACTOR
Engineer undertakes performance of the Services as an independent contractor and shall be wholly
responsible for the methods of its own performance and that of its subcontractors, agents and
employees. Owner shall have no right to supervise the methods used, but Owner shall have the
right to observe such performance. Engineer shall work closely with Owner in performing
Services under this Agreement.
ARTICLE 9 - COMPLIANCE WITH LAWS
In performance of the Services, Engineer will comply with applicable regulatory requirements,
including federal, state and local laws, rules, regulations, orders, codes, criteria and standards.
Engineer shall possess the licenses necessary to allow Engineer to perform the Engineering
Services. Engineer shall not be responsible for procuring permits, certificates and licenses
required for any construction unless such responsibilities are specifically assigned to Engineer in
Attachment A, Scope of Services.
ARTICLE 10 - INSURANCE
Prior to the time Engineer is entitled to commence any part of the Services under this Contract,
Engineer shall procure, pay for, and maintain the following insurance written by companies
licensed in the State of Texas or meeting surplus lines requirements of Texas law and acceptable to
Owner. The insurance shall be evidenced by delivery to Owner of one (1) certificate of insurance,
executed by the insurer, listing coverage and limits, expiration date and term of policy, and
certifying that the insurer is licensed to do business in Texas or meets the surplus lines
requirements of Texas law, or by delivery to Owner of a certified copy of each policy, including
all endorsements. The insurance requirements shall remain in effect throughout the term of this
Contract.
A. Comprehensive General Liability Insurance
The Engineer shall have Comprehensive General Liability Insurance with limits of
$300,000 Bodily Injury and $300,000 Property Damage per occurrence with a
$1,000,000 combined single limit to include:
Premises and Operations
Explosion and Collapse Hazard
Underground Damage Hazard
Products and Completed Operations Hazard
3
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "C" waived)
The Owner is to be named as an additional insured on this policy for this specific job,
and a copy of the endorsement doing so is to be attached to the Certificate of
Insurance.
B. Comprehensive Automobile Liability Insurance
The Engineer shall have Comprehensive Automobile Liability Insurance with limits of
not less than:
Bodily Injury $250,0005500,000
Property Damage $100,000
to include all owned and non -owned cars including:
Employers Non -ownership Liability
Hired and Non -owned vehicles
The Owner is to be named as an additional insured on this policy for this specific job
and a copy of the endorsement doing so is to be attached to the Certificate of
Insurance.
C. Workers' Compensation and Employer's Liability Insurance
As required by State statute covering all employees whether employed by the Engineer
or any Subcontractor on the job with Employer's Liability of at least $100,000 limit.
D. Professional Liability Insurance (including errors and omissions) with minimum limits
of $1,000, 000 per claim.
Engineer shall furnish owner certificates of insurance which shall include a provision that such
insurance shall not be canceled without at least thirty (30) days written notice to Owner.
ARTICLE 11 - OWNER'S RESPONSIBILITIES
Owner shall be responsible for all matters described in Attachment C, Owner's Responsibilities,
which is attached hereto and incorporated by reference as part of this Agreement. For purposes of
this Agreement, Owner may act through its governing body or through administrative officials.
ARTICLE 12 - REUSE OF DOCUMENTS
All documents, including drawings, specifications and computer software, prepared by Engineer
pursuant to this Agreement are instruments of service in respect to this Project. They are not
intended or represented to be suitable for reuse by Owner or others on extensions of this Project or
on any other project. Any reuse without written verification or adaptation by Engineer for the
specific purpose intended will be at Owner's sole risk and without liability or legal exposure to
Engineer.
4
ARTICLE 13 - AMENDMENT, TERMINATION AND STOP ORDERS
This Contract may be altered or amended only by mutual written consent of both parties hereto and
may be terminated by the Owner at any time by written notice to the Engineer. Upon receipt of
such notice, the Engineer shall, unless the notice directs otherwise, immediately discontinue all
work in connection with the performance of this Contract and shall proceed to cancel promptly all
existing orders insofar as such orders are chargeable to this Contract. The Engineer shall submit a
statement showing in detail the work performed under this Contract to the date of termination. The
Owner shall then pay the Engineer promptly that proportion of the prescribed fee which applies to
the work actually performed under this Contract, less all payments that have been previously made.
Thereupon, copies of all completed work accomplished under this Contract shall be delivered to the
Owner.
The Owner may issue a Stop Work Order to the Engineer at any time. Upon receipt of such order,
the Engineer is to discontinue all work under this Contract and cancel all orders pursuant to the
Contract, unless the order otherwise directs. If the Owner does not issue a Restart Order within 60
days after receipt by the Engineer of the Stop Work Order, the Engineer shall regard this Contract
terminated in accordance with the foregoing provisions.
ARTICLE 14 - NONDISCLOSURE OF PROPRIETARY INFORMATION
Engineer shall consider all information provided by Owner to be proprietary unless such
information is available from public sources. Engineer shall not publish or disclose proprietary
information for any purpose other than the performance of the Services without the prior written
authorization of Owner or in response to legal process.
ARTICLE 15 - NOTICE
Any notice, demand or request required by or made pursuant to this Agreement shall be deemed
properly made if personally delivered in writing or deposited in the United States mail, postage
prepaid, to the address specified below.
To.Engineer: Parkhill, Smith & Cooper, Inc.
ATTN: Robert P. McMillen, P.E.
4222 85' Street
Lubbock, Texas 79423
To Owner: City of Lubbock
ATTN: Keith Smith, P.E.
P.O. Box 2000
Lubbock, Texas 79457-0001
Nothing contained in this Article shall be construed to restrict the transmission of routine
communications between representatives of Engineer and Owner.
ARTICLE 16 - UNCONTROLLABLE FORCES
Neither Owner nor Engineer shall be considered to be in default of this Agreement if delays in or
failure of performance shall be due to uncontrollable forces the effect of which, by the exercise of
reasonable diligence, the nonperforming parry could not avoid. The term "uncontrollable forces"
5
shall mean any event which results in the prevention or delay of performance by a party of its
obligations under this Agreement and which is beyond the control of the nonperforming party. It
includes, but is not limited to, fire, flood, earthquakes, storms, lightning, epidemic, war, riot, civil
disturbance, sabotage, Owner -directed changes to design criteria or scope services once criteria
and scope have been agreed upon, Owner -directed changes to plans after plans have been reviewed
and approved (including partial submittal progress reviews), inability to procure permits, licenses
or authorizations from any state, local or federal agency or person for any of the supplies,
materials, accesses or services required to be provided by either Owner or Engineer under this
Agreement.
Neither party shall, however, be excused from performance if nonperformance is due to
uncontrollable forces which are removable or remediable and which the nonperforming party could
have, with the exercise of reasonable diligence, removed or remedied with reasonable dispatch.
The provisions of this Article shall not be interpreted or construed to require Engineer or Owner to
prevent, settle or otherwise avoid a strike, work slowdown or other labor action. The
nonperforming party shall, within a reasonable time of being prevented or delayed from
performance by an uncontrollable force, give written notice to the other party describing the
circumstances and uncontrollable force preventing continued performance of the obligations of this
Agreement.
ARTICLE 17 - GOVERNING LAW
This Agreement shall be governed by the laws of the State of Texas. Any suit brought to enforce
any provision of this Agreement or for construction of any provision thereof shall be brought in
Lubbock County, Texas.
ARTICLE 18 - MISCELLANEOUS
18.1 Nonwaiver. A waiver by either Owner or Engineer of any breach of this Agreement shall
not be binding upon the waiving party unless such waiver is in writing. In the event of a written
waiver, such a waiver shall not affect the waiving party's rights with respect to any other or further
breach.
18.2 Severability. The invalidity, illegality or unenforceability of any provision of this
Agreement, or the occurrence of any event rendering any portion or provision of this Agreement
void, shall in no way affect the validity or enforceability of any other portion or provision of the
Agreement. Any void provision shall be deemed severed from the Agreement and the balance of
the Agreement shall be construed and enforced as if the Agreement did not contain the particular
portion or provision held to be void. The parties further agree to reform the Agreement to replace
any stricken provision with a valid provision that comes as close as possible to the intent of the
stricken provision.
The provisions of this Article shall not prevent the entire Agreement from being void should a
provision which is of the essence of the Agreement be determined to be void.
2
ARTICLE 19 - INTEGRATION AND MODIFICATION
This Agreement represents the entire and integrated agreement between the parties and supersedes
all prior negotiations, representations and agreements, either written or oral. This Agreement may
be amended only by a written instrument signed by each of the parties.
ARTICLE 20 - SUCCESSORS AND ASSIGNS
Owner and Engineer each binds itself and its directors, officers, partners, successors, executors,
administrators, assigns and legal representatives to the other parry to this Agreement and to the
partners, successors, executors, administrators, assigns and legal representatives of such other
party, in respect to all covenants, agreements and obligations of this Agreement.
ARTICLE 21 - ASSIGNMENT
Neither Owner nor Engineer shall assign, sublet or transfer any rights under or interest in
(including, but without limitation, monies that may become due or monies that are due) this
Agreement without the written consent of the other, except to the extent that the effect of this
limitation may be restricted by law. Unless specifically stated to the contrary in any written
consent to an assignment, no assignment will release or discharge the assignor from any duty or
responsibility under this Agreement. Nothing contained in this paragraph shall prevent Engineer
from employing such independent consultants, associates and subcontractors as he may deem
appropriate to assist him in the performance of the Services hereunder.
ARTICLE 22 - SUBCONTRACTORS
No work herein called for by the Engineers shall be subcontracted to a subcontractor who is not
acceptable to the Owner or assigned without prior written approval of the Owner. The Engineer
shall require subcontracts to conform to the applicable terms of this Contract and include
provisions which require subcontractor compliance with Owner's Rules.
ARTICLE 23 - THIRD PARTY RIGHTS
Nothing herein shall be construed to give any rights or benefits to anyone other than Owner and
Engineer.
7
IN WITNESS WHEREOF, the parties have executed this Agreement.
CITY OF LUBBOCK, TEXAS
APPROV AS TO O TENT:
arty Hertel, . .
City Engineer
APPROVED AS TO FORM:
)titer-- 4— w,,,
BildeHaas
Contract Administration A
P.
Attest
Rebecca Garza
City Secretary
SMITH & COOPER, INC.
Attest d4eV4,
C. Cl on Yeager .E
President
Resolution No. 2003-RO216
ATTACHMENT A
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for 98' Street Roadway Design and Bid: widen to
T-2 arterial from Slide Road to Frankford Avenue and strip -pave two-
lane section from Frankford `Avenue to Iola Avenue.
A DESCRIPTION OF SCOPE OF SERVICES
The scope of services for this project is as follows: Work will not proceed until Owner has
authorized Engineer in writing to proceed.
I. BASIC SERVICES
A. DESIGN SERVICES
1. Design services as defined by the tasks and man-hours in Exhibit A-1.
2. Geotechnical services as described by the tasks and man-hours in Exhibit A-1.
3. Surveying services as defined by the tasks and man-hours in Exhibit A-1.
4. Deliver to the Owner one (1) reproducible plus ten (10) non -reproducible copies
of final drawings and technical specifications developed for the PS&E package.
5. Deliver to the Owner one (1) complete hard copy and one (1) automated copy
on compact disk of any supporting data and calculations developed during the
design of the PS&E package.
6. Deliver to the Owner disks containing the electronic files associated with the
design of the project, including the supporting data, plans, specifications and
opinions of probable construction costs.
7. Deliver to Owner five (5) copies of geotechnical reports.
8. Deliver to the Owner a recommendation on settlement remediation of 36-inch
sanitary sewer loose backfill.
A-1
B. ADDITIONAL SERVICES
1. At the request of the OWNER, the ENGINEER will provide Additional
Services as included herein or upon agreement between OWNER and the
ENGINEER defining the extent of such Additional Services and the amount and
manner in which ENGINEER will be compensated for such Additional
Services.
2. Additional Services may include but are not limited to preparing permits as may
be required by the Corps of Engineers (COE) or the Environmental Protection
Agency (EPA) or such other regulatory agency. The extent and scope of such
services can not be fully defined at this time.
3. Design services for stabilization of soil materials in the project will be classified
as Additional Services. Existing extent, design objectives, and type of
stabilization cannot be defined at the time of agreement execution.
4. Printing and distribution of bid packages and post -bid tabulations.
5. Any work requested by the OWNER that is not included in one of the items
listed in any other place will be classified as Additional Services.
6. Additional services may be authorized by a notice -to -proceed in writing from the
City Engineer and addressed to the Engineer.
A-2
Resolution No. 2003-RO216
ATTACHMENT B
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for 98d' Street Roadway Design and Bid: widen to
T-2 arterial from Slide Road to Frankford Avenue and strip -pave two-
lane section from Frankford Avenue to Iola Avenue.
COMPENSATION
BASIC AND SUPPLEMENTAL SERVICES
For these services covered by this Agreement, the Owner agrees to pay the Engineer as follows:
A. GENERAL
1. The Engineer will be paid on an hourly rate basis shown in Table B-1 and
subcontract personnel services will be billed at cost. Engineer and
subcontractor reimbursable expenses will be billed at cost plus 15 percent
surcharge. Reimbursable expenses are shown in Table B-1.
2. The Engineer agrees to use its best efforts to perform services as defined herein
within the billing limits stated below.
3. It is understood and agreed that the maximum billings of each of the items listed
below are based on the start of Services being authorized not later than June 15,
2003. If start of Basic Engineering Services is not authorized by date given, it
is understood and agreed that the upper billing limit will be adjusted accordingly
by a supplement to this Agreement.
4. Monthly payments shall be made to the Engineer by the Owner based on
Engineer's statement. The statement shall be itemized to indicate the amount of
work performed and the associated reimbursable expenses and subcontract
costs.
5. The uncontested amount of each statement shall be due and payable upon receipt
by the Owner. Carrying charges of 1-1/2 percent per month from the billing
date shall be due for accounts that are not paid within 60 days after the billing
date.
6. The Engineer shall keep records on the basis of generally accepted accounting
practices of costs and expenses and which records shall be available for
inspection by Owner during normal business hours.
la
7. The Engineer shall provide adequate resources to complete the services
described herein within 14 calendar months of the date of the Owner's notice -
to -proceed. The schedule can be adjusted based on the actual date of the
Owner's notice -to -proceed.
B. BASIC ENGINEERING SERVICES
1. The maximum billed for Basic Engineering Services including personnel
services and reimbursable expenses for the Engineer and Subcontractors is
shown as follows:
Basic
Personnel
Services
Parkhill, Smith & Cooper, Inc. $ 320,645.00
Hugo Reed and Associates, Inc. $ 123,854.00
Surveying - Hugo Reed and Associates, Inc.
Geotechnical - Terra Engineers, Inc.
Geotechnical - Kleinfelder, Inc.
Surveying - GSWW
TOTAL BASIC ENGINEERING DESIGN SERVICES NOT TO EXCEED
Basic
Reimbursable
Expenses
$ 27,280.00
$ 6,571.00
$ 45,920.00
$ 213,620.00
$ 37,382.00
$ 39,000.00
$ 814,272.00
2. The Engineer shall start the performance of the Basic Design Services within
ten (10) days of receipt of notice to proceed and will complete the Basic Design
Services within 14 months from the Notice to Proceed.
C. ADDITIONAL SERVICES
Additional services must be authorized in writing by the Owner.
1. The maximum billed for Additional Services will be determined by mutual
consent before the Additional Services are authorized by the Owner.
2. The Engineer shall start the performance of the authorized Additional Services
within ten (10 days of the receipt of notice to proceed and will complete the
Additional Services within the time period determined by mutual consent before
the Additional Services are authorized by the Owner.
IM
TABLE B-1
PERSONNEL SERVICES RATES
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for 981 Street Roadway Design and Bid: widen to
T-2 arterial from Slide Road to Frankford Avenue and strip -pave two-
lane section from Frankford Avenue to Iola Avenue.
COMPENSATION RATES
Hourly fees listed herein will apply for the term of this contract.
A. PERSONNEL SERVICES
Category of Personnel $/HR
Parkhill. Smith & Cooper. Inc.
Principal -in -Charge
139.00
Project Manager or Senior Professional Engineer
114.00
Professional Engineer
85.00
Professional Architect
85.00
Engineer -In -Training
76.00
Technician/Designer
68.00
Drafter/CADD Operator
61.00
Clerical
31.00
Hugo Reed and Associates
Principal -in -Charge or Officer
110.00
Project Manager
110.00
Senior Engineer
95.00
Professional Engineer
85.00
Registered Professional Land Surveyor
85.00
Engineer -In -Training
72.00
Technician/Designer
67.00
Drafter/CADD Operator
60.00
Surveying Party Chief
55.00
Clerical
37.00
U."M
B. REIMBURSABLE EXPENSES
The following expenses are reimbursable:
1. Travel, subsistence and incidental costs.
2. Use of motor vehicles on a monthly basis for assigned vehicles and on a current
mileage basis or rental cost basis for vehicles used for short periods.
3. Telegraph costs, long distance telephone costs and project "onsite" telephone
costs.
4. Reproduction of reports, drawings and specifications.
5. Postage and shipping charges for project -related materials.
6. Computer time charges, including program use charges.
7. Rental charges for use of equipment.
8. Cost of acquiring any other materials or services specifically for and applicable
to only this Project.
Resolution No. 2003-RO216
ATTACHMENT C
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for 98' Street Roadway Design and Bid: widen to
T-2 arterial from Slide Road to Frankford Avenue and strip -pave two-
lane section from Frankford Avenue to Iola Avenue.
OWNER'S RESPONSIBILITIES
The Owner will furnish, as required by the work and not at the expense of the Engineer, the
following items:
1. Access to all maps, drawings, reports, records, audits, annual reports and other data
that are available in the files of the Owner and which may be useful in the work
involved under this Contract.
2. Secure permission to enter upon public and private property when required in
performance of the Engineer's services.
3. Access to existing property, boundary, easement, right-of-way, utility surveys and
property descriptions.
4. Full disclosure regarding the Project.
5. A Project Manager fully acquainted with the Project who has authority to approve
changes in the Project within the delegated authority of the Project Manager, render
decisions promptly, and furnish information in a reasonable time frame. It is
recognized that certain changes or decisions will require City Manager and/or City
Council approval.
6. Pay all costs for advertising and reproduction incident to advertising public meetings
except for those public meetings advertisements which the Engineer is obligated to
perform under Basic or authorized Supplemental Services.
7. Examine all studies, reports, sketches, drawings, specifications, proposals and other
documents presented by Engineer, obtain advice of an attorney, insurance counselor
and other consultants as Owner deems appropriate for such examination, and render
in writing decisions pertaining thereto within a reasonable time so as not to delay the
services of Engineer.
8. Provide such legal accounting, independent cost estimating and insurance counseling
services as may be required for the Project and such auditing services as Owner may
C-1
require to ascertain how or for what purpose any contractor has used the monies paid
to him under the construction contract.
9. Give prompt written notice to Engineer whenever Owner observes or otherwise
becomes aware of any defect in the Project.
10. Cooperate with Engineer in securing preliminary approvals and consensus from the
governmental authorities having jurisdiction over the Project and such approvals and
consents from others as may be necessary for completion of the Project.
11. Furnish, or direct Engineer to provide, necessary Supplemental Services as stipulated
in Attachment A of this Agreement or other services as required.
12. Perform, or cause to be performed, a video survey of the interiors of the sanitary
sewers existing in 98' Street within the project limits which can be surveyed within
the limitations of the Owner's equipment,
13. Bear all costs incident to compliance with the requirements of this Attachment C.
C - 2
Resolution No. 2003-R0216
EXHIBIT A-1
BASIC DESIGN SERVICES
TASKING, MAN-HOURS, REIMBURSABLES, AND SUBCONTRACTORS
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A 1 11-May-03 05:55 PM
Firm
Task
Prin.
Prof.
Sr.
Prof.
Prof.
FIT
Tet2rnktian
Drafter
Clerical
Tote)
Total
or
Mgr.
Engr.
Ergs.
Arch.
or
or CADD
Houre
Extension
OtNcer
ator
$
PSC
$139.00
$114.00
$114.00
$85.00
$85.00
$76.00
$68.00
$61.00
$31.00
HR
«««««« Rates >s»>s>>»»
$110.00
$110.00
$95.00
$8S.00
$0.00
$72.00
$67.00
$80.00
$37.00
PSC
16
16
8
8
8
58
$5,480
1. She VMS
HR
1
2
1
2
2
2
8
$664
PSC
2. Coordinate with surveyors
4
8
4
16
$1,244
HR 1
2
2
8
121
24
$1,984
PSC
3. Survey QCI(]A
2
2
2
16
22
$1,822
HR
6
6
12
$1,002
PSC
4. Obtain and review existing plena (detention begin
8
8
6
6
28
$2,456
HR
and street related)
1
4
16
21
$1.602
PSC
S. Determine limits of existing CSO to demo
8
2
8
4
22
$t,962
HR
0
$0
PSC
S. Street drainage hydrology
1
1
1
3
$338
HR
2
4
4
10
$848
PSC
7. Review field Survey date; estalAsh approx. project limits
0
$0
HR
1
41
12
121
29
$2,034
PSC
8. Develop base maps from survey data
6
8
$ 012
HR
I
11
12
161
24
53
$3,722
PSC
9. Coordinate W utility companies; digtri<tute base maps
0
$0
HR
for mark in South System era
0
$0
PSC
10. Receive, review and Incorporate utility mark-ups (in
0
$0
HR
South System
0
$0
PSC
11. Define R-O-W parcels and drainage easements needed,
0
$0
HR
M a ; coordinate with C staff detention basin)
1
2
41
4
11
$808
PSC
1. Develop geotedxnical program
2
48
40
24
24
4
142
$12.370
HR
24
16
6
8
58
$5,018
PSC
2. Meet and review program with City and preparation
2
16
16
16
50
$4.438
HR
for meeting
0
$0
PSC
3. On -site coordination with Terra Engineers
24
40
40
104
$9,176
HR
1
2
2
4
24
1 32
$2,478
PSC
4. Review and evaluate geotech report, coordinate
4
72
72
46
36
4
236
$20,852
HR
with gootach deli ner
38
36
72
$7,020
PSC
5. Prepare and present geotech remediatlon options to City
2
18
1 16
24
58
$4,926
HR
0
$0
Page 1 of 7
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A 1 11-May-03 05:55 PM
Firm
Task
Prin.
Prof.
Sr.
Prof.
Prof.
EIT
Tectwdclan
Drafter
Clerical
Total
Total
or
Mgr.
Engr.
Ergr.
Arch.
or
or CARD
Howe
Extension
Officer
Designer
Operator
S
PSC
$139.00
$114.00
$114.00
$65.00
$86.00
$76.00
$65.00
$61.00
$31.00
HR
«<c«««« Rates »»»>»»>
$110.00
$110.00
$95.00
$85.00
$0.00
$72.00
$87.00
$60.00
$37.00
PSC
6. Pict and review estimated bacMil cross -sections as
16
16
32
64
$5.610
HR
derived from field geotach data
12
6
I
6
24
$2,262
PSC
7. Reserved
0
$0
HR
I
I
1
0
$0
PSC
8. Reserved
0
so
HR
0
$0
PSC
9. Reserved
0
60
HR
0
$0
PSC
10. Reserved
0
$0
HR
0
$0
F
8
8
8
4
2
30
$3.098
1. Meet with City to detemdne deaf criteria
5
1
5
5
16
$1,430
2. Coordinate Young with LP&L
4
8
2
14
$1,490
HR
0
$0
PSC
3 Determine construction tie-in points
2
8
10
$714
HR
0
$0
PSC
4. Coordinate street and basin drainage with HRA
4
4
4
12
$1,284
HR
4
4
4
12
$1,048
PSC
S. Verify or reestablish gutter grades
8
16
24
42.000
HR
0
$0
PSC
6. Determine street, alley & driveway grades
8
16
24
$1,768
HR
0
$0
7. Develop Maminatlon & signal scirematic
4
32
8
64
108
$8.552
0
$0
rHR
8. Lighting calculations
8
24
32
$2,738
0
$0
9. illumination fixture selection
2
4
6
$532
HR
1
0
$,0
PSC
10. Illumination service considerations
4
10
14
$1,216
HR
0
$0
PSC
11. Develop roadway schematic
2 16
16
16
84
72
206
$14,782
HR
0
$0
PSC
12. Pict and review design cross sodas
4
I
16
16
44
$3.200
HR
0
$D
Page 2 of 7
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A 1 11-Mav-03 05:65 PM
Finn
Task
Prin.
Prof.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or CADD
Hours
Extension
officer
Desiligner
Operator
;
PSC
$139.00
$114.00
$114.00
$85.00
$85.00
$76.00
$88.00
$61.00
$31.00
HR
«c««<c«< Rates »»»»»»
$110.00
$110.00
$95.00
$85.00
$0.00
$72.00
$67.00
$60.00
$37.00
PSC
13. Develop madd g and signing achematk
16
8
48
32
104
$7,184
HR
0
$0
PSC
14. Develop traffic control scheme
4
16
8
48
32
108
$71640
HR
0
$0
PSC
15. Develop major roadway related details
8
8
8
4
16
1
44
$3.448
HR
0
$0
PSC
16. Preliminary opinion of construction coat
8
8
8
32
32
88
$7,112
HR
0
$i0
PSC
17. Review with Gty and revise (preliminary design)
4
16
16
16
8
60
$5.316
HR 1
21
2
1
21
6
$534
PSC
18. Review with LP&L and revise (preliminary lighting)
4
8
4
16
$1,612
HR
0
$0
PSC
to. Revise drainage areas based on latest final and
0
$0
HR
preliminary plot Information detention basin
1
2
4
1
4
12.0
$675
PSC
20. Revise future 'fully developed" runoff CN based on
0
$0
HR
I latest final and prelim, plat k torm §m (detention basin)
1
1
4
8
14.0
$983
PSC
121. Revise future Yu4-developed" tMies of concentration
0
$0
HR
based on istest final and prelim. plot into detention basin
1
1
2
4
8.0
$679
PSC
22. Revise stage -area relationships for proposed detention
0
$0
HR
basins based on latest wading info detention basin
1
4
8
8
21.0
$1,506
PSC
23. Revise alignment & grades of storm sewer trunk based
0
$0
HR
on survey data & utility locations detention basins
2
8
16
8
34
$2.532
PSC
24. Revise ICPR model to reflect storm sewer profile,
0
$0
HR
I manholes, etc. detention basin
1
16
241
41
$3,198
PSC
26. Review model results with Cult stab. Prepare
0
$0
HR
summaries, graphs, etc. detention basin
1
8
8
2
19
$1,486
PSC
26. Calculate D-loads for RCP open trench installation
0
$0
HR
detention basin outtalt
1
2
4
12
19
$1,504
PSC
27. Prepare final ICPR model based on design drawings
0
$0
HR
detention basin
1
8
16
25
$1,942
PSC
28. QCJoA preliminary design submittal (detention basin)
0
$0
HR
2
1
1
1
5
$472
PSC
29. South Drainage System alignment and grade (South
0
$0
HR
System Agreement
0
$0
PSC
30. Calculate D-loads for South System RCP (South System
0
$0
HR
Agreement)
0
$0
-to- v -
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS. WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A 1 t t-Mav-03 05:55 PM
Finn
Task
Prin.
Pro).
Sr.
Prof.
Prof.
EFT
Tedvriclan
Dratter
Clerical
Total
Total
or
Mgr.
E(W.
Engr.
Arch.
or
or CAOD
Horns
Extension
colcer
Designer
Operator
$
PSC
$139.00
$114.00
$114.00
$85.00
$85.00
$76.00
$68.00
$01.00
$31.00
HR
««ccc«cc< Rates »»»»»»
$110.00
$110.00
$96.00
$85.00
$0.00
$72.00
$57.00
$00.00
$37.00
PSC
31. Storm sewer datails - manholes, connections, tees,
0
$0
HR
trench. etc. South System AWeement)0
$0
PSC
32. Account for duplicate production between South
1
4
12
16
40
73
$6,619
HR
System and 96th Street
0
$0
PSC
33. Opinions of construction cost for South System segment
0
$0
HR
South
0
$0
PSC
34. Geotectudcat resolution of loose 9AWng WOO
0
$0
HR
Additional Services v at to be determines!
0
$0
PSC
1. Coordinate document development with HRA 4
a
4
8
4
16
16
60
$4.972
HR
a
a
a
8
32
$2,656
PSC
2. Refine roadway gmduV
a
32
16
56
$4,064
HR
0
$0
PSC
3. Refine drainage by HRA (nwdway drainage)
1
1
$114
HR
4
4
$380
4. Drawings:
PSC
a Cover Sheet, general rotes, utility contact and other
1
a
9
$602
HR
misc. plan sheets
1
1 1
a
12
20
42
$2,949
PSC
b. Location and sheet index
2
16
18
$1,204
HR
0
$0
PSC
c. Tyocal sections (2 sheets) (roadway)
4
4
16
24
48
$3.312
HR
0
$0
PSG
d. Existing utilities (5 sheets)
4
a
16
32
60
$4,104
HR
I
1
0
$0
PSC
e. Traffic control (10 plan & 3 detail Sheets)
32
40
168
240
$15.686
HR
1
2
a
32
40
82
$5.804
PSC
f. Removal and demolition (5 sheets) (include utility
5
12
30
60
107
$7.192
HR
Iawwwon)
0
$0
PSC
g. Roadway P&P (12 Shasta)
24
16
24
96
72
232
$16,840
HR
0
$0
PSC
h. intersection layouts (2 sheets)
16
a
4
40
32
100
$7,480
HR
0
$0
PSC
1. Roadway detaft (3 sheets)
4
8
32
40
84
$5.680
HR
0
$0
PSC
J. Roadway corddor cross sections (6 Sheets)
8
a 32
40
88
$6,136
HR
0
$0
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A-1 11-May-03 05:55 PM
Finn
Task
Prin.
Prof.
Sr.
Prof.
Prof.
ER
Tedxdcian
Drafter
Clerical
Total
Total
or
Mgr.
Engr.
Ergr.
Arch.
or
or CADD
Hours
Extension
otticer
for
S
PSC
$139.00
$114.00
a114.00
$85.00
$85.00
$76.00
$68.00
$61.00
$31.00
HR
««««<ccc Rates »»»»»»
$110.00
$110.00
$96.00
$85.00
$0.00
i72.00
$67.00
$60.00
$37.00
PSC
k. Utility adjustments (profiles and details) (water & sewer)
16
24
24
12
80
158
$11.384
HR
20 sheets
16
16
16
18
64
$5,344
PSC
L Reserved
0
s0
HR I
I
1
0
$0
PSC
m. Soft and marking (5 plan & 2 detail sheets)
24
8
32
80
144
$9,704
HR
0
$0
PSC
n. IlluminadoNSW akutkxr (5 plan & 2 detail sheets)
40
4
112
156
$11,664
HR
0
$0
PSC
o. Coordinate HRA roadway drainap sheets
1
2
2
4
9
$809
HR
0
$0
PSC
p. Coordinate HRA storm drain sheets (detention basin)
t
8
6
8
25
$2,275
HR
1
0
$0
PSC
q. Coordinate PSC storm drain sheets (South System)
2
2
4
$364
HR
0
$0
PSC
r. Drainage area maps and storm water routing
0
$0
HR
2 sheets detention basin
21
4
241
24
1 54
$3,728
PSC
s. Plan-proflls sheets for storm sewed tunic (5 sheets)
0
$0
HR
detention basin
4
2
16
40
112
174
$11,590
PSC
I. Detail sheets fortrerdtirtg, excavation end
0
$0
HR
back -fill 1 sheet detention basin
1
2
4
8
20
35
$2,416
PSC
u. Detail sheets for pavkg cut and repair (1 sheet)
0
$0
HR
detention basin
1
1
4
161
24
1 48
$3,137
PSC
v. Detail sheets for manhole, outlet and miac. (2 sheets)
0
$0
HR
detention basin
1
4
81
24
40
77
$6,296
PSC
w. Detailed grading plan for outlet at Playa
0
$0
HR
Lake 93 1, sheet detention basin
1
4
16
16
37
$2,562
PSC
x. Gaotachnical resolution of loose existing backfil
0
$0
HR
I Additional Services yet to be determined
1 0
$0
PSC
y. Reserved
0
$0
HR
0
so
PSC
Z. Reserved
0
$0
HR
0
$0
PSC
as. Reserved
0
$0
HR
I
1 0
$0
PSC
ab. Reserved['77
0
$0
HR
0
$0
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A-1 11-Mav-03 05:55 PM
Firm
Task
Prin.
Prof.
Sr.
Prof.
Prof.
EIT
TedwMdan
Drafter
Ciarical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or CARD
Hours
Extension
Officer
Dealiginer
Operator
s
PSC
$139.00
$114.00
$114.00
$85.00
$86.00
$76.00
$60.00
$61.00
$31.00
HR
«««««« Rates »»»»»»
$110.00
$110.00
$95.00
$86.00
$0.00
$72.00
$67.00
$80.00
$37.00
PSC
ac. Reserved
0
¢0
HR
0
s0
5. Tedw+ieal specificatla w:
PSC
a. Roadway
4
24
8
8
2
46
$4,642
HR 1
0
$0
PSC
b. 111umInation
2
20
2
24
Z2 570
HR
0
60
PSC
c. Utilities (water, sewer)
8
16
12
3
39
$3.277
HR
0
$0
PSC
d. Storm sewer and SWP3 (detention basin) (prepare
0
$0
HR
supplemental-
21
16
24
8
.64
$3,984
PSC
e. Coordinate General Conditions
1
2
2
5
$537
HR
1
2
2
5
$500
PSC
f. Roadway SWP3 (supplemental specs)
2
4
6
$560
HR
0
$0
PSC
9. South System storm sewer specs duplicate production
1
2
4
2
9
$660
HR
tunnel. trench, pipes. etc. South
0
$0
PSC
h. Reserved
0
$0
HR
0
$0
PSC
i. Reserved
0
$0
HR
0
$0
PSC
). Reserved
0
$0
HR
0
$0
PSC
k. Reserved
0
$0
HR
1
0
$0
PSC
6. Develop and prepare SWP3 (detention basin)
0
$0
HR
1
8
24
24
57
1 $3.958
PSC
7. Opinion of construction cost
8
8
8
32
16
72
$6,024
HR
41
4
20
1
40
16
84
$6,360
PSC
8. Review with LP&L and revise
8
16
2
26
$1,950
HR
1
0
30
PSC
9. Review with City and revise (101)% revkw)
4
40
40
I
24
64
48
4
224
$17.744
HR
I
1 0
SO
PSC
10. Prepare final construction documents - post 100%
8
4
8
4 16
16
B 64
$4.664
HR
review
1 12
10
1
0
5
1
38
$3,590
Page 6 of 7
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
EXHIBIT A-1 11-Mav-03 05.55 PM
Finn
Task
Prin.
Pro).
Sr.
Prof.
Prof.
EIT
Tedxildan
Drafter
Clerical
TOW
Total
or
Mor.
Engr.
Engr.
Arch.
or
Or CADD
Hours
Extension
officer
Designer
ator
PSC
$139.00
$114.00
$114.00
$85.00
$85.00
$76.00
"8.00
$61.00
$31.00
HR
«««««« Rates »»»»»»
$110.00
S11o.00
"5.00
$85.00
$0.00
$72.00
$67.00
$80.00
$37.00
PSC
11. Coordinate printing and distrbutlon - review seta
1
2
3
$367
HR
0
$0
PSC
1. Assist with advertisement
1
1
1
3
$230
HR
1
0
$0
PSC
2. Attend pre• bid conference
2
4
4
4
1
15
$1,561
HR
2
2
4
4
12
$1,038
PSC
3. Address pre -bid questions, addenda
2
8
12
12
8
4
2
48
$4,492
HR
8
12
12
16
4
52
$4,432
PSC
4. Attand bid opening
2
2
4
$448
HR
11
1
1
3
$267
PSC
6. Evakiate olds, review bidders (by City)
I
0
$0
HR
1
0
$0
PSC
6. Prepare Sid Form
1
2
1
2
4
1
11
$988
HR
1
8
16
26
$1,942
22
11
5
b
5
48
$5,462
Project management (design services)
2
40
42
$4,620
Review submittals - deleted (Constructionphase mervicas
0
$0
42.
not part of We contrail
0
$O
83
776
200
876
0
0
990
915 1704 49
5673
PSC 77
559
214
561
0
0
468
878
1272
41
4070
72%
HR 6
217,0
66
315
0
0
522
37
432
8
1603
28%
5673
Totals for Workshoo 1 -- Basic Design Services
PSC $10,703
$63,726 $24,306
$47,885
$0 $0
$35,568 $59.704
$77,692
$1,271 $320,645 72%
HR $660
$23,870 $8,270
$26,775
80 $0
$37,684 $2,479
$25,920
$296 $123,854 28%
$444,499
Page 7 of 7
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 9ft STREET WIDENING PROJECT
ESTIMATE OF REIMBURSABLE EXPENSES, WORKSHEET 2
BASIC DESIGN SERVICES, REIMBURSABLE EXPENSES
rvule�� �
L.A(111711 ov 1
UO:W YM
11-Ma
Reimbursable Expanses
Total
PSC
Musage
312
Miles
@
$0.365
per moo
14
$1 t4
MR
MR"
@
$0.365
per mps
PSC
Skokie prints (design review sets only)
2160
Sheets
@
$2.65
per a'"
MR
(Const. bid eats not kxd., but may be added as Add1 Svcs)
500
Shasta
@
E2 50
per sheet
$6,506
$t ,250
PSC
Printing set-up cost (design review seta only)
200
Originals
@
$0.15
per original
MR
Originals
@
$0.15
par aiglnw
1i0
PSC
Printing coat per sheet (design review eels only)
6260
Sheets
@
$0.08
per sheet
MR
Sheets
@
$0.00
per 811aet
$500
PSC
Printing bkldirg cost (design review sets orgy)
25
Seta
@
$2.00
per set
MR
Sets
@
$2.00
per set
t50
so
PSC
Xerox (design review sets orgy)
500
She"
@
$0.08
per sheet
MR
Sheets
@
$0.00
per sheet
so
PSC
TOR telephone
100
Cells
@
$5.00
per cap
MR
Cells
@
$5.00
Per Cap
SSoo
so
PSC
Fax
150
Pages
@
$1.00
per page
$150
MR
100
Pages
@
$1.00
per page
atop
PSC
CARD charges
2060
Hours
@
hour$16,400
MR
508
Hours@
$8.00
hour
$4,064
PSC
Mylsr for reproducible conabw,yion drawings. gruel eels
100
Sheets
@
$3.50
per sheet
MR
1
R045
@
i300.00
per roll
$350
i300
&"atsm for worw" 2 — Bask ussfgn seirvim
PSC
MR
$23•722
w/ Contract nxiltok r for 1.15
$5.714
Total
$33,11/1
Page 1 Of 1
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 9f)th STREET WIDENING PROJECT
ESTIMATE OF SUBCONSULTANT EXPENSES
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
Expenes
"• ■
(My
'� ■
lank
Unit Pries
0625 PIA
114Aay-03
ExtenuWn
Total
12 test tale cross, sections, ea0meted at seven how pw aces section except
as rated. Eafirnate section 100490na we aYpned as follows &-bled to **at-
ment:
50 feet meet of Town 3 Cw ft store propwty
1101891 wee! of Aberdeen Avenue oenis"
40 feel east of SWIM Avenue oetwane
66 teat east of Canton Avenue cangsrMna
115 few weal of f]nrham Ave" cwtwkw
25 tsar east of Saa swat p vpwty Ilns
East "of FmMond Avenue - 9118h Sheet Mteraecflc h
West Side 04 I'Mildold Avenue - 90 Street Mtwsecnon
Alley between Clinton Avenue end Coltan Avenue
1.000 feet west of Fraddord Avenue - 90th Street Intersection
1.5001eet mast of Fretdad Avenue - 9fmh Sheet W*Wsac0on
West SO, 01 wastemnow $by mnkv from nom of Oft Sheet
( • 10 hogs$ f eWnsted per cross section)
1
99 tow hops, ddfNrg. 60 feet rnaxi mn avemape depth
4,800
LF
$15.50
$74.400
2
10 test 1101ee, m1909111WHON allowance a 0wd contd ftM warted additional
600
LF
lops A 501" mW7d M n averape depth
$15.50
$7.760
3
Four conic In pavwnwt for a 4*M end base thickness
4
Each
$150.00
$600
4
SteWed POWMAktlon test. ASTM a15%. Wth n a 20-foot Marvel e$&natsd
90
Each
$35.00
It 30 to 50 feet depth range, 2.5400t I terval$ (may be field adIueted), nine
$3.150
tests per hole for tan holes
8
SUWON P11010M don test at 2,6400t Intervals, varied depth ranges, for a
1,248
Each
i36 00
30400t evwupe ithidehess range, for 98 last fholes, 13 SPT per hole
tr43.580
54
St nftd PWWJWson test. 964metad m 5400 Wd* end 54001 intervals thereafter for lots
540
Each
tut tales (wri, at 640 SPre)
$35.00
518,900
e
Laboratory to" i ncudnp "Nature content. WOW pUSN i200 $lave.
SOB
Each
W.00
SW desaNlcatbn, f4davIRed as 64cot WOW and &toot Mtervab droradpr,
$23,782
one taw trap Per cross section In undki ubed material, am test hop pw
area section in disaubsd n* wW plus Atterbarp brAs
Include 22 test taps additional for this test for rnisoelarman need as
detemdned in the Sell
7
Co &"w wff0 p, 46 test hobs above SPT level. EST. O 30 feet per tale for 46 hew
LF
hops - deleted
Page 1 of 2
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR Wh STREET WIDENING PROJECT
ESTIMATE OF SUSCONSULTANT EXPENSES
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
EXHIBIT A-1
05:25 PM II-May-w
SubConsWAN Expenses
Oty
Unit
Unit Price
Extension
Total
8
Tndtie Control per Tame Manuel an UtW Trelkc Convol Oavioea
25
Days
:fi28.00
$13.728
9
840 vWt% overnight of peniornel and craws, operational oversight
48
Hoas
$100.00
$4.800
10
Mobilization of drill dg
40
Days
S350.00
$14,000
11
Engkww tg analysis. evafuaflon of data, pmtsssWrW opinions an di6dxbed
32
Noun
$100.00
$3.200
venue ur4Murbed kaaleoe at esch cross section
12
Cieerig test holes wkh ufkkles
58
Howe
$55.00
13
Drafikg, word procesaft 3 report pm*AWon (10 copies)
10
Proled
$18.00
$150
14
Meetings with City (slow 3 maatirgs at 8 h— per mea ft and p apardbn
24
Hotirs
$100.00
$2,400
tkna
Note: This gaotadnical scope is coneWwad ft mk*m n necessary to evaxmte akamsUvesl
options for remedleta sapling buMS rnaterfals. Dopardhg an the akana"apt on sdaded,
addikotW geotedwkid Investigation may be
e4"Dw Qsomdufta ServAc" — Tarts
S213,620
Page 2 of 2
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR Oft STREET WIDENING PROJECT
ESTIMATE OF SUBCONSULTANT EXPENSES
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
rvwn1T .
'
sty
^ `
Lb*
Limit Puce
05.24 PM
1 t-Ma"3
Extension
Total
1
tnerature Review
Review et WV prolsc1 Information and hie WW moords
inkW meetkg v t corq *M team
Site Wit and observations to rating geow&, oat investigation pars
Prepare wwkPtan for Investigation
1
Each
86,100.00
$6.100
2
Pear Review of Proposed SObeuface hwe"gations
111 Comment an Prq-W wbewface Inve ftaaon by Terra and PSC for
dellr*O p 19M excavation
Review Tara pm-ir estiDagon report, fro kg fllynative plan and WON"
P9d0ft obaavaliona of Nsld work (2 site vistis)
1
Each
$4,640.00
$4,640
3
Field Prowarn - GPR Soundirgs
Perform GPR sandhge at kana_ bake c "40cow io e*= erttl oirw apical
locations now private pmpeny (2 days) ($W*W to Vela palamwice an existing strata)
Further delineation of 1990 excavation based on GPR data
1
Each
(Noh Oependirg on Odd 0160killat of SM. realsaft magtoda my be uaad
a7,506 00
$7,500
In OW a QPR)
4
Review Eaft" QUefllglea
Review Quattates of 19M eewer baddill raquksd for rerrwdietion
1
Each
$1.420.00
$1,420
5
Develop Recommendations for Remadlatlon
Develop ncomnandatkxq for wnefttion of 1998 ba*w ktckft
Removal and repwmmwtt
Ground ngdM cW- method6 (in coflOuWon with Hayerwrd-t ")
Prepare --Wq repel
Assist at dw estimation of rerrletllletion costa
1
Eadt
$8,016.00
$9.016
6
Attend Mestktga with Ow City
Attend and 1341001WO In uP to 3 with Design Team and City of Lubbock
1
Each
a10,600.00
a1o,floo
Subtotal4UoNOW"SUVW N — NeInkNer Inc
p:,662
Page 1 of 1
FlIs: San Sawar Video 6-9-03
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR 98th STREET WIDENING PROJECT
ESTIMATE OF SUBCONSULTANT EXPENSES
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
EXHIBIT A-1
05:37 PM 114Aay-03
&ibCw"W Expwan
nary
unit
unk Price
Exleraion
Total
1
Sanitary Seww Video &"w
Preparatory work and Mobilization
1
LS.
$2,500.00
$Z500
2
Preparatory d"rov
9.000
Lin. Ft
$2.00
S10,000
(City to hanleh fka hydrant meter and water a1 hs WOW")
3
www Closed cir" TV ins"ctioh
9,000
Lim Ft.
V-00
$16,00D
Summary Report, typlc* a letter stating the type of problem wow revealed
1
LS.
$6110.00
"w
Note. Pdcas and scope do not It"ide bypass pumpap. if bypew ptwoM Is repured. ti SW
be performed as additional swAoas under addid" compaan0on, or etrW be pedormad by
otlars under separate aarearnert as selected and compensated by the
Sabeow asohctu" servioss — QSWw. kw
$WOO*
Page 1 of 1
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR Oft STREET WIDENING PROJECT
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
EXHIBIT Art 05:24 PM 11-MCV-03
SUboorisulters Exper*ft
Total
Subtotal
City
fink
Una Price
Establish W*d hOftonWl and varrical ow"
2
Days
O
$ 860.00
Pero"
$1,780
Loom Section comers
1
Days
O
$ 890.00
per Day
$880
Locatalaalabbli 441" dghle-d-way
5
Days
O
$ MOO
per Day
$4,400
Locate geotech bore hops
4
Dap
O
$ 880.00
per Day
$3.520
R-aw parcel surveys
3
Each
O
$ 1.200.00
per Each
$3.000
Drainage wMrr nta
4
Each
O
$ 400.00
par Each
$f,ow
Doted swvey of 9Mh Sheet tntereadiom (FnvWord Ave. and Side Rd.)
4
Days
O
$ 880.00
per Day
$3,620
Locate axiwq surtace improvww" In proles/ corridor
a
Days
O
$ 880.00
per Day
47.040
Topography, cross-section in 9Mh Strest
5
Days
O
S e80.00
per Day
$4.400
Topography; cross sect1w dratuage easemars to Playa Lake 93 (South System p *d)
Days
O
per Day
SO
Topography dewsci topographic rime of pmpQw pAlet to Plays Lake 93 (Sash Sys. pro)
Days
O
per Day
S4
PC research, otfbe calaiafts and raoord ksepkug
40
Hours
o
$ 55.00
pat l bur
$2.2W
RPLS superwislom GPS pmcesalng, revlew, oalgiallona and racord-kaspirug
60
Howe
O
S 96.00
pat Has
$6.700
Survaytp CAD
e0
Hours
O
$ 80.00
per Hour
$4,000
GPS Eworiard
10
Days
O
$ 250.0a
par Day
SZ500
$45.920
Suftahb tw wotW" 3 — BWo Dealgm BetWoss
i46 920
srbtdal from worlwheet 1
5444.499
Subtotal from Work~ 2
$33.851
Subtotal from Geolech - Terra
$213.=
Subtotal from Gedech - I(eWskier
$37,382
539,000
Subtotal from Sw*Aq Sewer Video Survey - GSww
To1m EsibrAW P obaslorW Barre Design Services Fee
5814,272
Page 1 of 1