HomeMy WebLinkAboutResolution - 2009-R0509 - Contract - Parkhill, Smith & Cooper Inc.- Drainage Improvement Project - 11/19/2009Resolution No. 2009-RO509
November 19, 2009
Item No. 5.1.5
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the City Council of the City of Lubbock hereby authorizes and directs the
Mayor of the City of Lubbock to execute an Agreement for a Professional Engineering
Services Contract by and between the City of Lubbock and Parkhill, Smith & Cooper,
Inc., of Lubbock, Texas, for engineering services related to the Northwest Lubbock
Drainage Improvement Project, and related documents. Said Agreement 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 19th day of
ATTEST:
City
APPROVED AS TO CONTENT:
Michael G. Keenum, P.E.
Storm Water Engineer
APPROVED AS TO
ms,Agrnit-Prof Servs.storm drainageses
l 1.05.09
November , 2009.
TOM MARTIN, MAYOR
ity Attorney
Resolution No. 2009—RO509
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 85a' Street, Lubbock, Texas 79423
(hereinafter referred to as Engineer):
WITNESSETH:
WHEREAS, Owner intends to provide storm drainage relief from the Yellowhouse Draw of the
Brazos River (the Canyon) to Maxey Park Lake (Lake 43), named as the "Northwest Lubbock
Drainage Improvements Project" (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 November 19, 2009
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 $2,999,975.00 Two Million Nine Hundred Nine Nine Thousand Nine
Hundred Seventv Five Dollars and No Cents).
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 and
Engineer shall, at no cost to Owner, re -perform services which fail to satisfy the foregoing standard
of care.
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, 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 the extent permitted by law, to indemnify and reimburse
Engineer on a pro rata basis for all expenses of defense. Owner also agrees, to the extent permitted
by law, 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, to the extent permitted by law,
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
Engineer's negligence, errors, omissions, strict liability, breach of contract or breach of warranty,
shall not exceed the minimum amounts required by Article is 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.
2
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
$1,000,000 per occurrence with a $2,000,000 combined single limit to include:
Premises and Operations
Explosion and. Collapse Hazard
Underground Damage Hazard
Products and Completed Operations Hazard
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 $250,0001$500,000
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
Engineer shall elect to obtain workers' compensation coverage pursuant to Section
406.002 of the Texas Labor Code. Further, Engineer shall maintain said coverage
throughout the term of this Agreement and shall comply with all provision of Title 5 of
the Texas Labor Code to ensure that the Engineer maintains said coverage. Any
termination of workers' compensation insurance coverage by Engineer or any
cancellation or non -renewal of workers' compensation insurance coverage for the
Engineer shall be a material breach of this contract. The policy must be endorsed to
include a waiver of subrogation in favor of the City of Lubbock.
Employer's Liability with limits of at least $500,000 each accident, $500,000 by disease
policy limit, and $500,000 by disease each employee shall also be obtained and
maintained throughout the term of this Agreement.
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.
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 85th Street
Lubbock, Texas 79423
To Owner: City of Lubbock
ATTN: Michael Keenum, 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 party could not avoid. The term "uncontrollable forces"
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.
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 party 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
R
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.
IN WITNESS WHEREOF, the parties have executed this Agreement.
CITY OF LUBBOCK. TEXAS
APPROVED AS TO CONTENT:
Michael G. Keenum, P.E. Tom Martin, Mayor
Storm Water Engineer
APPROVED AS TOFORM:
i
t City
Attorney
Attest r�o
Rebecca arta
City Secretary
PARKHILL SMITH & COOPER INC.
By; PdreAttest X�/?M `ly(44L
Robert H. (Holly) H de , P.E. Robert P. (Paul) McMillen, P.E.
Resolution No. 2009-80509
ATTACHMENT A
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for Storm Drainage Design and Bid: From
Yellowhouse Draw of the Brazos River (the Canyon) to Maxey Park Lake
(Lake 43), named the "Northwest Lubbock Drainage Improvements
Project".
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.
1. BASIC SERVICES
A. DESIGN SERVICES
Design services as defined by the tasks and man-hours in Exhibit A-1. Within the
tasks and man-hours defined in Exhibit A-1, there are noted four (4) plans,
specification and estimate (PS&E) design packages. Those four PS&E packages
are further defined as follows:
a. One PS&E package that covers a proposed gravity flow trunk storm sewer
line from the Canyon to west of Indiana Avenue and including intercepting
inlet for overflow from Lake 52.
b. One PS&E package that covers the following proposed gravity flow storm
sewer line segments and gravity flow appurtenances: Indiana Avenue to
Maxey Park Lake (Lake 41).
C. One PS&E package that covers the following proposed gravity storm
sewer line segments and gravity flow appurtenances: Lake 45 to the
proposed trunk storm sewer line in paragraph I.A.I.b. plus Lake 46 to the
proposed trunk storm sewer line in paragraph I.A. Lb.
d. One PS&E package that covers the following proposed gravity storm
sewer line segment and gravity flow appurtenances: Lake 71 to the
proposed trunk storm sewer line in paragraph I.A. t.b.
C. The PS&E packages described herein and the engineering services
compensation described in Attachment B are based on a Quaker Avenue —
Erskine Street proposed trunk storm sewer line route. Any other route
must be authorized and compensated as additional services.
Geotechnical services as described by the tasks and man-hours in Exhibit A-1.
Surveying services as defined by the tasks and man-hours in Exhibit A-1.
A-1
4. Subsurface Utility Engineering Services as defined by the tasks and man-hours in
Exhibit A-1.
5. Groundwater monitoring and testing services as defined by the tasks and man-
hours in Exhibit A-1.
6. Deliver to the Owner one (1) reproducible plus three (3) non -reproducible copies
of drawings and technical specifications developed for each PS&E package.
7. Deliver to the Owner one (1) complete hard copy and automated copy of any
supporting data and calculations developed during the design of each PS&E
package.
S. 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.
9. Provide exhibits and coordination for Burlington Northern Santa Fe and Texas
Department of Transportation construction and storm sewer utility permits as
defined by the tasks and man-hours in Exhibit A- 1.
B. BID PHASE SERVICES
1. Bid Phase services as defined in Exhibit A-2.
2. Bid Phase services are limited to assisting the Owner with soliciting and
evaluating bids for the proposed trunk storm sewer line in paragraphs I.A. La and
I.A.I.b above since the bidding of the remaining PS&E packages cannot be
established at the time of this agreement.
3. Bidding period services for the remaining PS&E packages for proposed storm
sewers described in paragraphs I.A. Lc and I.A. Ld above must be authorized and
compensated as additional services.
C. SUPPLEMENTAL SERVICES
Supplemental services include:
Supplemental Services 4 Type A
a. Initial coordination with the Corps of Engineers (COE) or the
Environmental Protection Agency (EPA) concerning their requirements for
the project. Tasks and man-hours are defined in Exhibit A-3. Furnish cut
and fill quantities within jurisdictional areas of the playa lakes.
A-2
D. ADDITIONAL SERVICES
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. 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.
4. Additional services may be authorized by a notice -to -proceed in writing from the
City Engineer and addressed to the Engineer.
A-3
Resolution No. 2009—RO509
ATTACHMENT B
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for Storm Drainage Design and Bid: From
Yellowhouse Draw of the Brazos River (the Canyon) to Maxey Park Lake.
COMPENSATION
BASIC AND SUPPLEMENTAL SERVICES
For these services covered by this Agreement, the Owner agrees to pay the Engineer as follows:
A. GENERAL
I. 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
December 31, 2009. 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.
7. The Engineer shall complete the services described herein within 24 calendar
months of the date of the Owner's notice -to -proceed. The attached 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. $ 1,309,302.00
Hugo Reed and Associates, Inc. $ 330,916.00
Surveying
Geotechnical
Subsurface Utilities Engineering
Monitoring Wells
TOTAL BASIC ENGINEERING DESIGN SERVICES NOT TO EXCEED
Basic
Reimbursable
Expenses
$ 77,144.00
$ 12,479.00
$ 555,278.00
$ 204,515.00
$ 222,400.00
$ 207,290.00
$ 2,919,324.00
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 24 months. A schedule for Basic Design and Bid Phase Services
is attached.
The Engineer shall start the performance of Basic Bid Phase Services upon
authorization by the Owner. If Basic Bid Phase Services are not authorized within
six (6) months of the completion of the Basic Design Services, it is understood
and agreed that the upper billing limit will be adjusted accordingly by a
supplement to this agreement. The maximum billed for Basic Bid Services
including personnel services and reimbursable expenses at the time of the notice -
to -proceed for this agreement is shown as follows:
Basic
Basic
Personnel
Reimbursable
Services
Expenses
Parkhill, Smith & Cooper, Inc. 30 696.00
1,026.00
Hugo Reed and Associates, Inc. $ 12,688.00
$ 705.00
TOTAL BASIC BID PHASE SERVICES NOT TO EXCEED
45 115.00
C. SUPPLEMENTAL SERVICES — TYPE A
1. The maximum billed for Supplemental Services Type A including personnel
services and reimbursable expenses for the Engineer and subcontractor is shown
as follows:
Supplemental Supplemental
Personnel Reimbursable
Services Expenses
Parkhill, Smith & Cooper, Inc. $ 17,626.00 $ 2,544.00
Hugo Reed and Associates, Inc. $ 13,572.00 $ 1,794.00
TOTAL SUPPLEMENTAL TYPE A SERVICES NOT TO EXCEED $ 35,536.00
2. The Engineer shall start the performance of the services within ten (10) days of
receipt of notice to proceed and will complete the Supplemental Services Type A
within the time period to be determined by mutual consent between the Owner
and the Engineer and dependent upon regulatory agency cooperation.
D. 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.
TABLE B-1
PERSONNEL SERVICES RATES
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for Storm Drainage Design and Bid: From
Yellowhouse Draw of the Brazos River (the Canyon) to Maxey Park Lake.
COMPENSATION RATES
Hourly fees listed herein will apply for the term of this contract.
A.PERSONNEL SERVICES
Category of Personnel $ R
Parkhill. Smith & Cooper, Inc.
Principal -in -Charge
$180.00
Project Manager
$160.00
Senior Professional Engineer
$136.00
Professional Engineer
$116.00
Engineer -In -Training
$98.00
Technician/Designer
$87.00
CARD Operator
$79.00
Clerical
$69.00
Hugo Reed and Associates
Principal -in -Charge or Officer
$150.00
Project Manager
$135.00
Senior Engineer
$125.00
Professional Engineer
$105.00
Engineer -in -Training
$90.00
CADD Technician
$69.00
Clerical
$50.00
B. REIMBURSABLE EXPENSES
The following expenses are reimbursable:
Expenses directly applicable to the project (such as vehicle mileage, postage,
reproductions, equipment rentals, etc.).
Resolution No. 2009-80509
ATTACHMENT C
TO
AGREEMENT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering Services for Storm Drainage Design and Bid: From
Yellowhouse Draw of the Brazos River (the Canyon) to Maxey Park Lake.
OWNER'S RESPONSIBILITIES
The Owner will furnish, as required by the work and not at the expense of the Engineer, the
following items:
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.
b. 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
require to ascertain how or for what purpose any contractor has used the monies paid to
him under the construction contract.
C-1
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. Provide orthophotography and photogrammetry for the project in a format, accuracy,
and resolution suitable for construction plans at 1"=50' scale.
12. Furnish, or direct Engineer to provide, necessary Supplemental Services as stipulated in
Attachment A of this Agreement or other services as required.
13. Bear all costs incident to compliance with the requirements of this Attachment C.
X:1200912672.091CLGR[C AL\Agree12672-Agrcememi_rinal.doc
C-2
Resolution No. 2009-R0509
EXHIBIT A -I
BASIC DESIGN SERVICES
TASKING, MAN-HOURS, REIMBURSABLES, AND SUBCONTRACTORS
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: NWLDIP-1.XLS EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin.
Pro!.
Sr.
Prof.
Prof.
ET
Technician
CADD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch
or
or
Hours
Extension
Officer
Desk ner
CADD Tech.
$
PSC
$180.00
$16000
$13600
$116.00
$98.00
$87.00
$79.00
569.00
HR
c«««««< Rates
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
A. REVIEW SELECTED PROJECT W/CITY STAFF
1
8
6
4
19
$2,548
HR
1. Identity any needed modifications since completion
1
e
4
13
$1,510
of Feasibility Study, review with City
PSC
2. Reserved
0
$0
HR
0
$0
PSC
3. Review w/City scope and schedule for recommended
1
2
2
2
2
1
10
$1,171
HR
ground survey needs (Preliminary)
6
1
2
2
1
12
$1,223
PSC
4. Review w/Cfty scope and schedule for recommended
1
4
2
2
2
11
$1,422
HR
geotechnical investigations (Preliminary)
1
2
2
5
$580
PSC
5. Review w/City potential utility relocation/coordination
r,
a
4
14
$1,816
HR
needs, make preliminary identifications prior to SUE
4
4
$500
PSC
6. Identity potential easement/property acquisition needs
18
0
6
30
$4,164
HR
Review w/City (Preliminary)
16
2
16
36
$3,900
PSC
7. Discuss affected regulatory agency coordination needs
$0
HR
(See Su lemental Services)
$0
PSC
8. Coordinate anticipated prefect construction budget
8
8
a
20
$2,600
HR
(Prelimirar)
4
F
12
$1,340
PSC
9, Reserved
0
$0
HR
0
$0
PSC
10. Review with City proposed new monilor well
1
4
2
2
9
$1.248
HR
locations (Preliminary)
1
4
5
$650
PSC
11. Reserved
0
$0
HR
0
$o
B. COORDINATE ACQUISITION OF DESIGN DATA
PSC
J
$0
1.. Reserved
HR
0
60
Page 1 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
Fop Nwi 17111P-1 xi c EXHIBIT A-1 26 -Oct -09 01 155 PM
Firm
Task
Prin,
Prof.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr-
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Archi
or
or
Hours
Extension
Officer
Designer
CADD Tech.
($)
PSC
$180.00
$160.00
5136.00
$116.00
$98.00
567.00
$79.00
$69.00
HR
«««mac«« Rates »»»»»»
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
2. Coordinate with surveyors for ground Surveying
1
64
64
32
12
2
175
$22,066
HR
1
64
64
32
12
2
175
$16,678
PSC
3. Coordinate geotechnical investigations, analyze data
1
40
24
60
8
2
135
$16,014
HR
8
1
9
$1,050
PSC
4. Onsite direction for soil sampling for TPH analysis
1
6
24
2
39
$4,362
HR
during geotechnical investigation
2
2
$250
(Three LPST site suspected)
PSC
5. Onsite direction for soil sampling for arsenic, pH analysis
2
12
14
$1,496
HR
during geotechnical investigation
0
$0
(One arsenic site suspected)
PSG
6. Water sampling for TPH and BTEX, pH, arsenic
4
36
36
76
$7,300
HR
0
$01
PSC
7. Coordination and onsite presence for monitor
1
32
72
1
106
$11,633
HR
well. construction (up to 20 new welis)
8
1
9
$770
PSC
S. Measure groundwater levels, 20 wells @ 2 per well
1
B
96
2
107
$9,950
HR
Summarize groundwater data (up to 20 new wells)
4
4
$500
Retrieve samples for analysis
PSC
9. Incorporation andcheck of aerials furnished by Owner
1
24
24
72
80
6
207
$20.594
HR
Trials for compatibly of scale, TIN and DTM
1
16
16
48
80
1
162
$13,1380
PSC
10. Review environmental records search update
1
8
24
24
1
58
$5,969
HR
and plot new data on plan -profile sheets
Q
$0
PSC
11. Retrieve additional LPST records from
1
4
28
33
$4,068
HR
TC€O, if possible
0
$0
PSC
12. Collate and interpret field data as it becomes available
2
80
60
96
64
4
326
$37.160
HR
and correlate data between subs (geotech, monitor well,
2
24
24
24
4
78
$8.180
surveys, environmental search) throughout design
PSC
13. Confirm storm sewer route with City staff, prepare
2
1242
32
2
90
$9,062
HR
exhibits as necessary for coordination with Staff
2
6
20
12
2
44
$4,028
Review with staff alternate route if warranted
Page 2 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: NWLDIP-1.KLS EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
ET
Technician
CADD Opn
Clerical
Total
Total
or
Mgr
Engr.
Engr.
Arch,
or
or
Hours
Extension
Officer
Designer
CADD Tech
$
PSC
$160.00
$160.00
$136.00
$116.00
$98.00
$87.00
$79.00
569.00
HR
<<<<<<<<<<<< Rates
$150.00
$135.00
$125.00
$105.00
$90.00
$69,00
$50.00
C. REFINE MODEL OF SELECTED ALTERNATIVE
1. Verity desired level of protection with City staff
PSC
1
3
4
$660
HR
1
3
4
$525
PSC
2. Use runoff curve numbers from feasibility study
1
2
2
5
$586
HR
(No additional effort) Develop runoff curve numbers for
1
1
$135
Rawls Lake watershed and indiana local inflow (addl. effort)
PSG
3. Use drainage area boundaries from feasibility study
3
4
4
11
$1,260
HR
(No additional effort), additional drainage calcs for Rawls
2
2
4
$430
Course Lake and local inflows at Indiana (add], effort)
PSC
4. Use times of concentration from feasibility study
2
1
_
5
$632
HR
(No additional effort), calculate times of concentration
2
1
r
5
$555
for additional areas added (add], Effort)
PSC
5. Revise elevation -area -storage data for lakes using
1
=.5
36
4G
40
133
$13,996
HR
new orthophotograhy and DTM plus bathymetric
1
A
i6
16
41
$3,694
field survey data, incorporate field survey data into
lakes DTMs (LCU lake, L42, L43, L45, L46, L47, L52, L71
LSOS). Use beginning water surface elevations from
feasibility study or as directed by Owner. Update Excel
tables.
PSC
Coordinate with Owner about using fully -developed
:.
3
$480
HR
�6.
on TTU agricuttural property
3
5375
PSC
7. Revise baseline hydrologic models using revised
1
6
8
96
113
$11,796
HR
lake elevation -area -storage relationships and run
1
4
16
21
$2,370
baseline models (existing, future no -action)
(Existing condition and future no -action 5-, 10-, 25-, 5(3 -
and 100 -year events). Update model input, run and
compare to feasibilfty study results. Insert routing L47 -L52
PSC
B. Revise feasibility study adlQPR model for Alt. 5,
8
8
96
112
$11,616
HR
using revised lake elevation -area -storage relation-
4
4
16
24
$2.720
ships (5-, 10-, 25-, 50-, and 100 -year events). Update
input, add routing, run, compare to feasibility sty results.
PSC
9. Refine adlCPR model storm sewer profiles based
1
32
24
64
1
122
$14,905
HR
on Initial field data for utilities-
1
16
16
1
34
$3,643
PSC
10. Coordinate with City staff on manhole spacings
1
1
S116
HR
and locations for model refinement
0
$0
(proposed storm sewer)
Page 3 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: NWLDIP-1.XLS EXHIBIT A-1 26 -Oct -09 01x5 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr,
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
(S)
PSC
$180.00
$160.00
$136.00
$116.00
$98-00
$87.00
$79-00
$69.00
Hp
««<«««< Rates »»»>»»>
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSG
11. Routing cross sections take -off from CTM, L47 to L45,
6
10
40
16
72
S7,304
HR
L46 to L52, data for proper routing and hydrograph
6
6
$750
timing accounting at Indiana
PSC
12. Refine model staged conduit sizes
1
24
32
64
32
153
$16,532
HR
Refinement to include looking at box Indiana ID Quaker
10
10
20
$2,300
as potential feasible, maybe smaller box east of Indiana
PSC
13. Review model results with City Staff, prepare summaries
1
16
32
60
1
110
$13,041
HR
and graphs, est. two meetings for review
8
6
16
$1,720
(Also refine Item G12 for review purposes)
PSG
14. Update Opinion of Probable Construction Cost
2
16
32
108
2
160
$17,354
HR
based on refined model (Use existing quantity
48
64
112
$11,760
information as appropriate)(update each 6 months)
_
PSC
15. Prepare final adICPR model as refined from
2
8
12
48
16
2
88
$9,506
HR
design drawings„ QA review by HRA
12
8
20
$2,220
PSC
16. Run FIS model and outflow hydrograph from drain system,
8
8
1
17
$2,133
HR
Analyze for increases in peak discharge above FIS flow rates
16
64
2
82
$7,860
in main Canyon, check for depth of flow over dam,
effect on Erskine sag vertical curve
PSG
17. Coordinate with Owner on potential re-route of system
1
8
12
12
1
34
$4.097
HR
and/or reconfiguring profile based on field data, testing,
1
8
9
$1,230
and utilities
D. DETAILED DESIGN ITEMS
1. Submerged intlet structures -- Minor -- (5 estimated)
PSC
1
4
64
69
$8.244
HR
primarily dimensional and Structural analysis
0
50
PSC
2. Submerged intlet structures -- Major (1 estimated)
3
48
16
67
$7.61$
HR
primarily dimensional and structural analysis
0
$0
(Large L43 structure)
PSC
3. Outlet structure at Canyon (potential erosion
1
15
24
24
65
57,876
HR
control measures such as rock riprap may be
1
6
7
5780
necessary, also unknown what Corps may require)
PSG
4. Transition of storm drain conduit for conformity to Sopa
20
32
16
68
$8,480
HR
primarily dimensional and structural analysis
6
6
$750
Page 4 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: NWLDIP-1.XLS EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin.
Pro},
Sr.
Prof.
Prot
EIT
Technician
CADD Opt.
Clerical
Total
Total
or
Mgr.
Fngr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Desi ner
CADD Tech.
$}
PSC
$180.00
$160.00
$136.00
$116.00
$98.00
$87.00
$79.00
$69.00
HR
««<c««« Hales >>>>>>>>>>>>
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
5. Triple inlets frank at Indiana for overflow interception from
16
56
24
96
$11,406
HR
Rawls Course Lake
0
$0
Dimensional and strucrtural analyses
PSC
6. 0584, 19th Street, Loop 2B9 and US62 Crossings -- (3)
1
16
44
84
145
$16.076
HR
(involves tunneling and de -watering, tunnel stresses)
0
$0
primarily dimensional and structural analysis
PSC
7. Jackson Delindng, University, Indiana„ Quaker, 4th St
1
20
46
112
179
$19,692
HR
crossings (4) (involves tunneling and dewatering)
0
$0
primarily dimensional and structural analysis
PSC
B. Railroad Crossings ( 1 set of tracks in 1 crossing(
1
6
32
32
71
$7,986
HR
(involves tunneling and tunnel stresses)
4
4
$500
PSC
0
$0
HR
0
$0
PSC
10. Backfill Requirements (use typical requirements rather
1
6
16
16
8
47
$5,260
HR
than reach specific requirements, geotech materials
4
4
4
12
$860
eneral grouping of backfill)
PSC
11. Pavement Cut and Repair (Use a typical section per
1
4
16
1
22
$2,457
HR
street type such as residential, industrial service,
4
8
1
13
$1,270
Ne -lane and seven -lane service), Coord. Wicity
PSC
12. Reserved
0
$0
HR
0
$0
PSC
13. Calculate pipe D -loads for open trench, loads on bDM.
1
24
24
140
189
$20,524
HR
8
20
28
$2,800
PSG
14. Coordinate with City staff on allowable pipe
1
16
24
3
44
$5,731
HR
materials and point types, research permissible box joint
8
1
9
$1,050
options
PSC
15. Architectural treatment of inlelatheadwalls,
1
18
20
32
4
75
$8,184
HR
Use previous concepts, meet with lake owners or Parks
4
4
1
9
$970
as al
PSC
16. Impact structure energy dissipating at Canyon,
6
6
12
$1,656
HR
evaluate velocities from conduit (no structural or details)
2
2
$250
Page 5 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
Fiip Nwi nip -1 xl lq EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
FIT
Technician
CAD Clair.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
(�}
FSC
$180.00
$160,00
$136.00
$116.00
$98.00
$87.00
$79.00
$69.00
HR
Rates »»»»»»
$150.00
$135.00
$125.00
$105.00
$90.00
$69,00
$50.00
E. PREPARATION OF PLANIPROFILE DRAWINGS
1 L43 to Canyon, 27,000 If estimated
PSC
2
78
200
320
120
400
1120
$109,440
HR
Utility add -ins, boring and monitor well locations, pipe
0
$0
grades and call outs. D -load call outs, reviews, 30 sheets
PSC
2. Lake 45 tc Trunk Sewer -- 2,600 If estimated
4
4
$640
HR
Utility add -ins, boring and monRcr well Ioactions, pipe
1
4
26
17
9
80
137
$10,470
grades and call outs, D -load call outs, reviews, 2 sheets
PSC
3. Lake 46 to Trunk Sewer -- 1,300 If estimated
4
4
$640
HR
Utility add -ins, boring and monitor well locations, pipe
1
2
13
30
12
40
96
$7.245
grades and call outs, D -load call outs, reviews, 1 sheets
PSC
4. Lake 71 to Trunk Sewer - 13,100 If estimated
1
32
100
1 r0
60
200
553
$53,600
HR
Utility add -ins, boring and monitor well locations, pipe
0
$0
grades and call outs, D•load call outs, reviews, 15 sheets
PSC
5. Allowance for re-route basedon subsurface conditions,
1
46
124
184
220
577
$57,656
HR
ability to procure easements, and environmental testing
1
26
28
72,
80
209
$18,870
PSC
6. Finish grading at 5 inlets, cullet, riprap details
14
24
32
140
210
$19.220
HR
different const packages
4
8
12
36
60
$4,904
PSC
7. Traffic control plans, 4 const packages, numerous sheets
1
24
100
60
180
365
$35.720
HR
Coord. With Owner on roadl closures
1
6
6
12
48
73
$5.982
PSC
8. General Notes, four const packages
2
12
6
20
$2,186
HR
2
2
2
6
$618
Page 6 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File NWI DIP -1 )(I.q EXHIBIT A-1 26-0ct•09 01755 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
FIT
Technician
CADD Opt.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designs
CADD Tech_
($)
PSC
$160.00
$160.00
$136.00
$110.00
$96.00
$87.00
$79.00
$69.00
HR
«««««« Rates
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
9 Reserved
0
s0
HR
0
$0
PSC
10. Reserved
0
$0
HR
0
$0
PSC
11. Reserved
0
$0
HR
0
$0
PSC
12. Reserved
0
$0
HR
0
$o
PSC
13- Reserved
0
$0
HR
0
$0
F. PREPARATION OF MISC'De7AIL SHEETS
PSC
1. Trenching, Excavation and Backfill
6
5
4
C
44
1
60
$5,477
HR
Typical details (not customized, use prior project with
2
2
0
4
1
9
$716
with revisions for this project )(2 sheets est. for pipe plus
one new sheet for box)
PSC
2, Manholes
1
14
12
8
72
1108
$10,353
HR
Two sets of details, large dia. pipe and small dia. pipe
2
4
4
1
11
$936
special details associated wleach (3 sheets est.)
(prior project sheets with revisions, plus 2 new shts box)
PSC
3, Headwalls & Wingwalls. box sewer at outlet, swing grate
B
12
12
96
128$11,432
HR
Highly detailed dimensional and reinforcing
0
$0
steel details, several views each (2new sheet est.)
Page 7 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: NWLDIP-1,XLS EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin.
Proj.
Sr.
Prot.
Prof.
EIT
Technician
CAPD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
{$}
PSC
$180.00
$160.00
$136.00
$116.00
$98.00
$87.00
$79.00
$69.00
FIR
«cocaaacc« Rates >>>>>>>>>>>>
$150.00
$135.00
$125.00
$105.00
$90,00
$69.00
$50.00
PSC
4. Tunnelling
1
6
8
B
D
16
39
$4,116
HR
Typical tunneling details T1 sheet est.)
4
0
0
6
4
8
$776
PSC
5. Pavemenl Cut and Repair, pipe and box sections
1
4
6
6
40
1
5B
$5,333
HR
Typical details ior approx. 4 street types (3 sheets est,j
1
3
$300
PSC
6. Erosion and Sediment Control
1
6
6
B
2
23
$2,606
HR
Construction activity controls (typ. where possible)
45
32
96
2
176
$16,084
(4 sheets est.)
_
_
PSC
7. Additional items for delivering four (4) PS&E
6
96
84
96
48
132
12
474
$51,024
packages such as project title differences. drawing
4
20
14
24
24
3
89
$8,536
notes that apply to only one package, consistency
HR
between PS&E packages, detailed notes revisions, elc.
PSC
8. Reserved
0
$0
HR
0
$0
PSC
9. Miscellaneous Utility Adjustments
0
$0
HR
(Utilfty adjustments design not a part of contract
0
$0
PSC
10. Flatwork, Park Drains and Miscellaneous Concrete
1
18
8
12
16
26
2
81
$8,428
HR
3sheets est.
1
16
24!
48
24.
96
6
215
$15,914
PSC
0
$0
HR
0
$0
PSC
12. Special consideration at outlet, either an energy impact
2
54
96
96
172
2
422
$43,270
HR
basin, or transition to smaller boxes, mult. Barrels
6
6
$750
5 sheets est.
PSC
13. Detail triple inlet set, interception at Indiana
2
4B
6G
48
19D
348
$34,714
HR
est. six detail sheets
8
8
16
$1,920
PSC
14. Reserved
0
$0
HR
0
$0
& PREPARATION OF SPECIFICATIONS
1. Prepare outline of specifications sections
PSC
2
48
48
30
9
137
$17,169
HR
(Four separate PS&E packages)
2
4
24
8
3
41
$4,190
Page 8 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File NWi NP -1 Xi r; EXHIBIT A-1 26 -Oct -09 D1;55 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
($
PSG
$180.00
$160.00
$136.00
$116.00
$96.00
$87.00
$79.00
$69-00
HR
««««c<<< Rates >>>>>»»>>>
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50-00
PSC
2. Coordinate General Conditions with City
2
40
24
3
69
$9,751
HR
(Four separate PS&E packages)
2
16
16
3
37
$4,130
PSC
3. Prepare individual Specification Sections
1
100
168
168
48
485
$55,444
HR
(Four separate PS&E packages) (revise per pk)
1
56
56
42
155
$14,290
PSC
4. QAIOC of plans and specifications
1
196
10
207
$32,230
HR
(final QA/QC, four packages)
1
132
6
139
$16,950
PSC
5. Perform quantity take offs, revise Opinion of
1
72
108
172
172
168
6
719
$71,314
HR
Probable Construction Cost (Four PS&E Packages)
1
32
68
48
40
6
196
$14,350
PSC
6. Coordinate with City staff on format of bid form
1
40
40
16
8
105
$13,340
HE
and any alternate bids (Four PS&E packages)
1
12
12
12
6
43
$4,290
PSC
Quantity and detail compliance with street repair/rebuild
32
48
48
48
176
$19,184
HE
17.
ordinance
8
16
24
48
$4,096
PSC
8. Prepare Exhibit A bid formats four construction packages
28
72
32
12
144
$16,796
HR
6
20
8
3
39
$3,970
H, RIGHT OF WAY
1. Coordinate with City staff on easement and right
PSC
2
80
80
80
72
12
326
$36,796
HR
of way needs, crossing permits status
2
64
32
48
8
154
$15,372
PSC
2. Prepare easement and right of way parcel drawings
1
96
3
100
$15.747
HR
and metes and hounds descriptions for private
1
96
3
100
$12,300
property right of way/easement acquisition
(City to furnish existing property metes and bounds)
Oversight task
PSC
3. Coordinate with TxDOT and Railroad for highway
1
20
40
16
16
12
1 u5
$11,68o
HR
and railroad crossings
1
12
6
8
3
32
$3.072
PSC
4. Prepare permit applications and supporting
1
6
40
60
72
6
185
517,762
HR
exhibris (TxDOT ® US84, 4th Street, 19th Street,
6
6
12
$1,380
Loop 289 and US62)
PSC
5. Prepare permit applications and supporting
1
4
8
32
32
8
85
$7,964
HR
exhibits for railroad crossings (one permit for
4
4
$500
1 locations involving 1 track
Page 9 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
rd.- KJW1 NP -1 Yi c EXHIBIT A-1 26 -pct -09 01:55 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof_
EIT
Technician
CADD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
($}
PSC
$160.00
$160.00
$136.00
$116.00
$98.00
$57.00
$79.00
$69.00
HR
Rates »»»»»»
$150-00
$135-00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
6. Reserved
0
$0
HR
0
$0
I- COORDINATION WITH UTILITIES
Coordinate with SUE subconsultant
PSC
1
48
48
36
36
169
$19,800
�1.
HR
1
6
6
13
$1,530
PSC
2. Reserved
0
$0
HR
0
$0
PSC
3. Identify utility adjustments necessary to the project
1
40
40
56
56
24
6
223
823,890
HR
(Utility adjustment designs not part of this scope)
1
16
16
24
16
2
75
$7.194
PSC
4. Notify City staff and review utility adjustments
1
12
4
17
$2,376
HR
recommendations
8
6
14
$1.300
PSC
5 Reserved
0
s0
HR
0
$0
K- SID PHASE SERVICES
1. See Exhibit A-2
PSC
0
$0
HR
0
$0
PSC
2. Reserved
0
$0
HR
0
$0
PSC
3. Reserved
0
$0
HR
0
$0
PSC
4, Reserved
0
$0
HR
0
$0
PSC
5. Reserved
D
$0
HH
0
$0
Page 10 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
Rlw NWLDIP-1 XLS EXHIBIT A-1 26-Oci-09 01:55 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr.
Clerical
Total
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
($}
PSC
$180.00
$160.00
$136.00
$116.00
598.00
$87.00
$79.00
$69.00
HR
«««««« Rates »»»»»»
$150.00
$135.00
$125.00
$105.00
S90.00
$69.00
$50.00
L. DELIVERY TO CITY
1. Organize and consolidate final design data
PSC
2
24
54
32
72
12
196
$20,116
HR
(Four PS&E packages)
2
B
32
16
16
a
82
$7,604
PSC
2. Reproduce duplicate sets of the design data and
a'
4
211
6
34
$3,478
deliver to City
HR
Four PS&E packages
4
20
3
31
$2,870
PSC
3. Organize electronic files and directories, write to
4
10
16
16
3
49
$4,839
HR
CD, deliver CD's of electronic files
4
6
6
8
2
28
$2,532
(Four PS&E packages)
M'. OTHER ITEMS
PSC
1. Reserved
0
SO
HR
0
SO
PSC
2. Reserved
0
$o
HR
0
$0
PSG
3. Reserved
0
$0
HR
0
$0
PSC
4. Coordination with Parks Dept.
24
24
24
72
$8,068
HR
12
12
$1,500
PSC
5. Coordination with private lake owners w/City Staff
1
2532
24.
24
16
125
$11,988
HR
1
16
16
6
8
47
$4,922
PSC i6.
Detailed design and drawing details for storm water
8
z
16
96
132
$11,824
HR
sampling station (est. 2 sheets)
0
1
$0
Page 11 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF MAN-HOURS, WORKSHEET 1
BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File_ NWLDIP-1.XLS EXHIBIT A-1 26 -Oct -09 01:55 PM
Firm
Task
Prin,
Rroj.
Sr.
Prof.
Prof.
FIT
Technician
CADD Opr.
Clerical
Totai
Total
or
Mgr.
Engr.
Engr.
Arch.
or
or
Hours
Extension
Officer
Designer
CADD Tech.
($j
PSC
$180.00
$160,00
$136.00
$116.00
$98.00
$87.00
$79.00
$69.00
HR
«««««ate Rates »»»»»»
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50-00
PSC
0
$0
HR
0
$0
PSC
0
$0
HR
0
$0
PSC
0
$0
HR
0
$0
118
2174
1026
3162
24
0
4235
627
3778
362
15706
PSG
77
2089
68
2571
24
0
3466
730
2974
226
12225
78%
HR
41
85
958
591
0
0
769
97
804
136
3481
22%
15706
Totals for Worksheet 1 — Basic Design Services
PSC
$13,864
$334,240
$9.248
$298,236
$0
$0
$339,668
$63,510
$234,946
$15,594
$1,309,302
80%
HR
$6,150
$11,475
$119,750
$62,055
$0
$0
$69,210
$0
$55,476
$6,600
$330,916
20%
$1,640.218
Page 12 of 12 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF REIMBURSABLE EXPENSES, WORKSHEET 2
BASIC DESIGN SERVICES, REIMBURSABLE EXPENSES
File: NWLDIP-2.XLS EXHIBIT A-1 woo PM 26 -Oct -09
Page 1 of 2 Basic Services
Reimbursable Expenses
Total
PSC
Mileage
2000
Miles
(0
$0.55
per mile
$1,100
HH
1004
Miles
@
$0.55
per mile
$550
PSC
Blueline prints -- checksets plus three review sets
5800
Sheets
U
$3.49
per sheet
$20,242
HH
only, 200 sheets per review set est., misc.markup sheets.
400
Sheets
@
$3-49
per sheet
$1,396
13 sets of final drawings to Owner (Four packages)
(3 numbered sets at bid period, 10 unnumbered sets)
PSC
8.5 x 11 and 11x 17 Reproductions, misc.
8500
Sheets
@
$0.10
per sheet
$850
HR
2500
Sheets
@
Si
per sheet
$250
PSC
Tell telephone
1
Project
a
$750.00
per project
$754
HR
1
Project
rad
$750.00
per project
$750
PSC
Fax
1000
Pages
@
$1.00
per page
$1,000
HR
Soo
Pages
@
$1.00
perpsi
$500
PSC
Postage, shipping and delivery, misc.
100
Mailings
®
$15.00
per mailing
$1,500
HR
35
Mailings
U
$15.00
per mailing
$525
PSC
CARD charges
3050
Hours
«
$8.06
per hour
$24,400
HR
860
Hours
$B.00
per hour
$6,880
PSC
Interface probe rental charges for groundwater
2
Days
a,
$150.00
per day
$300
HR
measurements
0
Days
(ri
$150.00
per day
$0
PSC
Mylar for reproducible construction drawings, final sets
2
Rolls
®
$320.00
per roll
$640
HR
0
Rolls
a
$320.00
per roll
s0
Page 1 of 2 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF REIMBURSABLE EXPENSES, WORKSHEET 2
BASIC DESIGN SERVICES, REIMBURSABLE EXPENSES
File: NWLDIP-2.XLS EXHIBIT A-1 05:00 PM 26 -Oct -09
Page 2 of 2 Basic Services
Reimbursable Expenses
T.xai
PSC
Update environmental records search
1
Job
4
$1,500.00
per job
HR
0
Job
a
$0.00
per job
SC
PSC
Analytical lab analysis for TPH in sails
40
samples
$100.00
per sample
><^ 000
HR
0
samples
$100.00
per sample
K
PSC
Analytical lab analysis for BTEX in soil and water
45
samples
ii�p
$150.00
per sample
S6,750
HR
0
samples
a
$150.00
per sample
$0
PSC
Analytical lab analysis for arsenic in sail and water
45
samples
(n,
$90M
per sample
$4,050
HR
0
samples
$90.00
per sample
$0
PSC
0
sets
w
$0.00
per set
$0
HR
0
sets
-
$0.00
per set
$0
PSC
0
sets
a
$0.00
per set
$0
HR
191809-61)
0.
sets
rq,
$0,00
per set
$0
PSC
0
paired sets
a
$0.00
per paired set
$0
HR
C; ly at bA phase. 10 G ily sets a4ef award, 1 PSC, 1 HPA)
0
paired sets
9
$0.00
per paired set
$0
PSC
404 19-48)
9,.'^TeR1 ^' 49 13;61 Sells •^ ^'^^
0
shipments
$0.00
per shipment
$0
HR
eseaeray sewise
0
shipments
$0.00
per shipment
$0
Subtotals for Worksheet 2 --- Basic Design Services
PSC
$67.082
HR
$10,851
wl Contract multiplier for reimbursables = 1.15
Total
$89,623
Page 2 of 2 Basic Services
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
F=ile: NWL,MP-3.XLS EXHIBIT A-1 n1 -e! PA.1
Page 1 of 3 BASIC SERVICES
Subconsultant Expenses
Total
Subtotal
Geotechnical Services Jsubcons iltantl
Geotechnical, hollow stem auger drilling, SPT ® 2-1F2',
5' and 5' intervals thereafter
a. 6 lest holes to maximum 30' depth each (one hole at at each lake inlet and outlet location)
ISO
Lit
a
$ 18X0
per foot
$3,240
b. Value of cohesion at each lake inlet location plus outlet location, cohesion depth by Engineer
5
Each
a
$ 100.00
per each
$500
c. 36 lost holes to maximum 50' depth each (average depth, est. one per quarter mile)
1,800
Lit
ka
$ 16.00
perfect
$32,400
(6 of these test holes contingent on route)
d. 5 lest hales to maximum Well each feet each with split spoon samples for chemical
250
Lft
a
$ 15.00
per fool
$3,750
analysis, decontamination between samples, in conjunction with the above test holes,
these are additional charges for reduced drilling production rates, sampling interval in the
field to be determined by the Engineer
e. Laboratory feeling including moisture content, percent
440
Each
a
$ 75.00
per each
$33,000
passing #200 sieve, Atterberg Limits, and soil calssificatlun, est. at 5 feet initial
depth and 5 feet intervals thereafter, 36 primary plus 6 contingent fast holes
I. Grouting test holes upon completion
11890
Lff
a
$ 15.00
per foot
$29,700
g. Core drib through auger refusal reaches (suspected rock)
1,200
Lit
a
$ 30.00
per foot
$36,000
h. Coring through concrete of asphalt and repairing, estimate 12 test hales
12
Each
a
$ 150.00
per each
$1,800
i. Triaxial shear test, ASTM 0-2650, unconsolidated and
12
Each
a
$ 175.00
per each
$2,100
undrained, estimated at one per mile and at tunnel portals
j. Retrieve ROO cares, estimated at 2 per test hole on average (store longer than 6 men.)
470
Lft
a
$ 30.00
per foot
$14,100
k. Perform soil resislvity, test 147 lest hales, 6 of which are contingent)
70
Each
a
$ 150.00
per each
$10,500
I. Perform pH test of soil
47
Each
a
$ 25.00
per each
$1,175
m, Engineering analysis and recommendation (4 reports pius one contingent report) based
40
Hours
0
$ 125.00
per hour
$5,Oi70
on design packages
n. Traffic control (per TXOCT on TXOOT right-of-way, per City on City right-of-way)
20
days
a
$ 650.00
per day
$13,000
c. Rental charges for traffic signs
20
days
a
$ 200.00
per day
$4,000
p. Clearing test holes with utl6lles
40
Hours
a
$ 65.00
per hour
$2,600
q. Mobilization of HAS drill rig
24
days
a
$ 4WOO
per day
$9,600
r. Mobilization of decontamination equipment
5
days
a
$ 350.00
per day
$1,750
s. Orahing, word processing, report production
1
Project
0
$ 300.00
per project
$300
$204.5-15
City to provide access permission onto private row
Terra to assist PSC with sampling for chemical analysis
Page 1 of 3 BASIC SERVICES
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
File: NWLDIP-3.XLS EXHIBIT A-1 n1 -e7 PU 9a -M. -ni
Page 2 of 3 BASIC SERVICES
Subconsultanl Expenses
Total
Subtotal
Aerial Photoaraahv (subcgnsulumll
None - digital aerials, digital TIN tiles, digital DTM based on aerial photogrammetry
to be furnished by others under separate contract with the City of Lubbock.
Drainage design consultant team can rely on information as correct.
"
1Su"Ciing fsubconsultabtl
See Workshaet3 and 3A
$555,278
City to obtain access permission onto private row
Subsurface Utility Engineering (SUE) lsubconsuitanl
a. Estimaled 146,060 utility feet of utilities
146,400
LF
a
$0.90
per LF
$131,400
b. Allowance for tour vacuum truck mobilizations for locating utilities
4
Each
a
$750.00
each
$3,000
c. Allowance for up to 50 locate holes, 0-4 feet deep
So
Each
a
$750.00
each
d. Allowance for up to 50 locate hales, 4.1-8 feet deep
50
Each
a
$950.00
each
$47,500
e. Allowance for up to 15 locate holes, 8.1-12 feet deep
15
Each
a
$1,150.00
each
$17,250
I. Allowance for up to 15 locate holes, 12.1-15 feet deep
15
Each
t$
$1,550.00
each
$23,250
$222,40U
Monitoring well fsubconsultantl
a, Mobilization, drill rig i ancillary equipment & crew (estimate one mobilization per two wells)
i0
Each
®
$ 175.06
per each
$ 1,750
b. Monitoring wail drilling operations t0 drill 7-10 inch borehole, 0.010 inch
2,000
Feet
a
$ 77.60
per foot
$ 155,200
screen, filter pack, grout, bentonite, based on 100 feel average
per well, 15 basic wells estimated, 5 webs contingent, casing and screen Schad. 4C PVC,
foam andlor water allowed as conditions require
c. Pilot hole drilling, 4 -inch bet, air drilled, for water table detection, based
1.460
Feet
a
$ 5.25
per toot
$ 7,350
on 70 feel average per well, 15 basic wells plus 5 wells contingent
d. Allowance for split spoon soil sampling and decontamination between samples
4
Hole
a
$ 675.00
per hole
$ 2,700
split spoon sampling only required at selected well locations as determined by Engineer
(unit price includes Increased labor and slower drilling production allowances)
(sampling interval estimated beginning at 5 -foot below grade and at 5 -foot intervals
thereafter, plus sample at groundwater surface interface)
e. Allowance for mobi0zing decontamination equipment, (estimate one mobilization per well)
4
Hole
m
$ 165.00
per hole
$ 660
decontamination only required at selected well locations as determined by Engineer
I. Manhole surface finish, 15 basic wells, 5 welts Contingent, manhole surface
20
Each
a
$ 165.00
per each
$ 3,300
9. Protective steel casing surface finish, painted (g needed, replaces manhole surface qty) 1
51
Each I
a I$
165.D0 I
per each I
I
$ 825
Page 2 of 3 BASIC SERVICES
CITY OF LUBBOCK, TEXAS
ENGINEERING, SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
File: NWLDiP-3.XLS FX14IRIT,S_1 .1.--
Page 3 of 3 BASIC SERVICES
Subconsultant Expenses
Total
Subtotal
h. Protective steel bollards and rails, painted, with surface slab (if needed)
5
Each
a
$ 500At1
per each
$ 2,500
I. Mobilization of Smeal 5T balling/pumping truck & crew, 15 wells basic, 5 wells contingent
6
Each
a
$ 262.50
per each
$ 1,575
j. Balldngtpumping set up and preparation
20
Each
a
$ 750.00
per each
$ 15,000
k. Balling/pumping operation downhole, no water capture
20
Hours
Q
$ 100,00
per hour
$ 2,000
(contaminated water not anticipated), one hour per well
I. DtlRy clearances prior to drilling each well
24
Hours
ito
$ 125.00
per hour
$ 3,000
m. Site cleanup (drill cuttings hauled to Lubbock. landfill, no
20
Each
a
$ 175.00
per each
$ 3,500
Upping fee anticipated for City work)
n. Tratficlpedestrian control is wells expected le be in non-vehicde area)
15
Each
®
$ 125.00
per each
$ 1,875
e. Gut and remove asphalt pavement
15
Each
a
$ 225.00
per each
$ 3,375
p. Plug pilot holes per TNRCC $ HPIIWCD rules, est. at 8 pilot holes 0 100' ea
666
Feet
a
$ 3.35
per foot
$ 2,680
$ 207,290
q. Copies of wed reports to be furnished to the Engineer
r. City to obtain access permission onto private row
s. Engineer may make adjustments at each well based on field conditions
to total depth, screened Inlerval, cement grout deptfl and
surface finish.
L It depth to water table is 100 feet or greater, then depth to water will be noted and pilot hole
plugged.
u. Quantities herein based on averages and on HPUWCD 1995
Atlas. Actual field concittions and quantities may vary.
Subtotal$ for Worksheet 3 — Basic Design Services
$1,189,483
Subtotal from Worksheet S
$7,640,218
Subtotal from Worksheet 2
$89.623
Total Estimated Professional Basic Design Services Fee
$2,919,324
Page 3 of 3 BASIC SERVICES
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3A (Surveying)
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
File: NWLDIP-3.XLS EXHIBIT A-1 04:15 PM 26 -Oct -09
Task
Engr. or
Reg:. Prof.
Technician
Senior
Total
Total
Principal In
p
Surveying
Lend
Senior Prof.
Prof.
EIT
or Survey
CADD
Survey Crew
Hours
Extension
Charge
Project
Surveyor
Engineer
Engineer
Crew
Technician
$i
- ... Rates »..... >>
5150.00
3135.00
$110.00
$125.00
5105.00
590.00
575.00
575.00
$175.00
Surveying
Establish Project Horizontal and Vertical Control
1
4
8
i 21
40
65
1 $9,470
Locate Section Comers to Establish Alignment
6
24
40
16D
232
$34,720
Set Permanent Control Monuments (Approx. 5 Monuments/Mile)
1
4
16
12
16
160
209
$32,554
Establish Existing Rights-oi-Way
8
24
20
160
212
$33,220
Develop Right -of -Way Basemap
2
12
24
40
320
398
$31,560
Detail Survey of Quaker Avenue and Marsha Sharp Freeway
1
4
8
®
32
32
85
510,170
Detail Survey of Quaker Avenue and 19th Street Intersection
4
4
24
24
56
$6,740
Detail Survey of Quaker Avenue and 4th Street Intersection
4
4
24
24
56
$6,740
Detail Survey of Quaker Avenue, Erskine Street, North Loop 289,
and Texas Tech Parkway Intersection
q
8
81
32
32
94
$10,020
Detail Survey of Erskine Street and Indiana Avenue Intersection
and Approximately 1,200 LF South of Erskine Street Along Indiana
4
4
32
24
64
$7,340
Detail Survey of Erskine Street and US Highway 84 Intersection
B
16
6
32
40
104
$12,840
Detail Survey of Erskine Street and University Avenue Intersection
4
4
24
24
56
$6,740
Tepographic/Improvement Survey of Quaker Avenue Corridor from
261h Street to Erskine Street
4
6
16
120
160
308
$39,620
Topographic/Improvement Survey of Erskine Street Corridor from
Quaker Avenue to Avenue U
4
6
16
120
160
308
$39,820
Topographic/Improvements Survey of Route from Playa Lake 71 to
Trunk
2
8
80
100
194
$24„610
Topographic/improvements Survey of Route (26th Street) from
Playa Lake 46 to Trunk
2
16
16
36
$4,370
Topographic/Improvements Survey of Route (17th Street) from
Playa Lake 45 to Trunk
4
12
32
60
108
$14,240
Topographic Survey for Outlet Design
u
4
32
32
72
58.740
Bathymetric(Topographicllmprovement Survey for lniet Design -
Playa Lake 43
4
4
24
32
64
$8,140
5athymetriclTopographic/Improvement Survey for Inlet Design -
Playa Lake 71
4
24
32
64
$8,140
Bathymetric/Tapographicllmprevoment Survey for Infet Design -
Playa Lake 47
414
24
32
64
$6,140
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3A (Surveying)
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
File. NWLDiP-3.xLS EXHIBIT A-1 04:15 PM 26 -Oct -09
Task
PrincipalBeg.
In
Charge
Engr_ pr
Surveying
Project
MrinAnpr
Prof.
Land
Surveyor
Senior Prof.
Engineer
Prof.
Engineer
EIT
Technician
or Survey
Crew
Senior
CARD
Technician
Sunray Craw
Total
Hours
Total
Extension
($}
«.......... Rates ............
5150.00
5135.00
S110.00
S125.4C
S105.00
590.00
575.40
S75 CO
$175.00
Surveying
Topographic Survey for Inlet Design - Playa Lake 46
4
a
24
32
64
$8.140
BathymetricJTopographic/Improvement Survey for Inlet Design -
Playa Lake 45
4
4
24
32
64
$8,140
Locate Surface Evidence of Existing Utilities Including Manholes
with Inverts, Water Valves, Gas Valvas, We.
8'
16
24
40
160
248
1 $35,640
Locate Geotechnical Test Holes
2
8
4
24
24
62
$7.450
Locate Monitoring Welts (Assume 20 Monitoring Wells)
2
a
4
24
16
54
$6,050
Develop 3-D Terrain Model of Project Corridor for Design
12
8
40
60
$4,920
Party Chief, Office Calculations, Record peeping
120
120
$9,000
RPLS, Supervision, Data Processing, Calculations and Record
Keeping
1601
1
164
$17,640
Drainage and/or Working Easements (Assumed 10 Parcel
Surveys)
a
44
1 24
80
120
272
$34,280
Expenses (See Worksheet 7)
$66,128
Surveying Subtotal HourslCosts
5
82
438
0
0
0
426
12$4
1728
3943
$555,278
Subtotal Hours
5
82
438
0
0
0
426
1264
1728
3943
$ 555,278
HRA Basic Surveying Services
S 750
S 11,070
$ 48,180
$ -
S -
5 -
S 31,950
S 94,800
$ 302,400
1 S 489,150
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3B (Surveying)
BASIC DESIGN SERVICES, SUBCONSULTANT EXPENSES
File: NWLDIP-3.XL5
EXHIBIT A-1 04:15 PM 26 -Oct -09
Subconsultant Expenses
city
Unit
Unit Price
Total
Surveying
Surrey Equipment - Trimble 5800, Trimble 5603
Mileage
CADD Charges
218
2500
1264
days
miles
hours
$200.00
$0.505
$10.00
$43,600
$1,263
$12,640
Surveying Subtotal Hours/Costs $57,503
With multiplier for reimbursables = 1.15 $66,128
Total HRA Surveying Expenses $66,128
Resolution No. 2009-80509
EXHIBIT A-2
BASIC BID SERVICES
TASKING, MAN-HOURS, REIMBURSABLES, AND SUBCONTRACTORS
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF BASIC BID SERVICES, WORKSHEET 4
File: NWLDIP-4.XLS EXHIBIT A-2 25 -Oct -09 05:45 PM
Page 1 of 2 BASIC BID SERVICES
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
Firm
Combined Labor, Reimbursables and Subconsuitants
or
Mgr.
Engr.
Engr.
Arch
or
or CADD
Hours
Extension
Officer
Desi ner
O eratvs
($
PSC
$t60.00
$160.00
$136,00
$115.00
$96.90
$67.00
$79.00
$69.00
HR
$150.00
$135.00
$125.00
$105.00
$90,00
$69.00
$50.00
PSC
Prepare for and attend up to four pre-bid conferences,
4
96
48
48
48
8
252
$30,696
HR
address questions or clarifications in addenda, attend bid
4
40
24
24
32
4
128
$12,686
opening
Bid and bidder evaluations by Owner
PSC
Reserved
0
$0
HR
0
$0
PSC
Reserved
0
$0
HR
0
$0
PSC
Reserved
0
$0
HR
0
$0
PSC
PSC Totals (Personnel) 1
4
96
0
48
0
0
48
0
48
B
252
$30,696
HR
HR Totals Personnel
4
0
40
24
0
0
24
0
32
4
128
$12,688
Begin reimbursable expenses
PSC
Printing for distribution to bidders by Owner under
$0
HR
separate reproductions contract, therefore not included
$0
herein.
PSG
Mileage
250 miles 9 $0.55 per mile
$138
HR
150 miles 4 $0.55 per mile
$83
PSG
Toll telephone
1 project @ $140.00 per project
$140
HR
1 project 0 $140.00 per project
$140
PSC
Fax
200 pages @ $1.00 per page
$200
HR
200 pages @ $1.00 per page
$200
Page 1 of 2 BASIC BID SERVICES
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF BASIC BID SERVICES, WORKSHEET 4
File- NWLMP-4.XLS EXHIBIT A-2 25 -Oct -09 05:45 PM
Page 2 of 2 BASIC BID SERVICES
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
Firm
Combined Labor, Reimbursables and Subconsuftants
or
Mgr.
Engr.
Engr.
Arch
or
or GADD
Hours
Extension
Officer
Desi ner
Operator
$
PSG
$180.00
$160.00
$136.00
$116.OD
$96:00
$87,00
$79-00
$69.00
HR
$150.00
$135.00
$125.00
$105.00
$90.00
$69.OD
$50.00
PSC
Reserved
$0
HR
$0
PSC
Miscellaneous mail
25
mailings
@
$15.00 per mailing
$375
HR
10
mailings
@
$15.00 per mailing
$150
PSC
Reserved
$0
FIR
$0
PSC
Miscellaneous reproductions
500
sheets
@
$0.09 per sheet
$40
HR
500
sheets
a
$0.08 per sheet
$40
PSC
Reserved
$0
FIR
$0
PSC
Subtotal reimbursable expenses
$893
HR
$613
15% of reimbursable expenses to account for 1.15 multiplier
$226
Total reimbursable expenses
$1,731
Reserved
Total for Worksheet 4
$45,115
Page 2 of 2 BASIC BID SERVICES
Resolution No. 2009--R0509
EXHIBIT A-3
SUPPLEMENTAL SERVICES TYPE A
TASKING, MAN-HOURS, REIMBURSABLES, AND SUBCONTRACTORS
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF SUPPLEMENTAL SERVICES, WORKSHEET 5
SUPPLEMENTAL SERVICES — TYPE A
File: NWLDIP-5.XL5 EXHIBIT A-3 23 -Oct -09 04:10 PM
Page 1 of 2 Supplemental Senile w Type A
Prin.
Pro}.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr.
Clerical
Total
Total
Firm
Combined Labor, Reimbursables and Subconsullants
or
Mgr.
Engr.
Engr.
Arch
or
or
Hours
Extension
Officer
Des1 ner
CADD Tech.
{$)
PSC
$180.00
$160.00
$136.00
$116.00
S98.00
$87.00
$79.00
$69.00
HR
$150.00
$135.00
$125.00
$105.00
$90.00
$69.00
$50.00
PSC
Limited local coordination, limited misc correspondence,
2
48
48
16
28
6
148
$17,626
HR
miscellaneous telecons, up to two airline trips to Fort Worth
2
118
48
16
28
6
148
$13,572
to meet with Corps of Engineers, one trip t0 Dallas to meet
with EPA (if necessary) related to regulatory issues
(Note: Does not include permit applications or data
acquisition to support a permit application. Worts under
this budget to be performed on an as -needed basis to the
extent of the budget limits. Work directed by the City that
exceeds this budget and is related to regulatory issues will be
performed under Additional Services).
(Roes include jurisdictional cut/fill quantities from grading
PSC
plans developed under the Basic Services design phase)
0
$0
HR
0
$0
PSC
Reserved
0
$0
HR
0
$0
PSC
Reserved
0
$0
HR
0
$0
PSC
2
48
0
48
0
0
0
16
28
fi
148
$17,626
HR
Totals {Personnel)
2
0
408
48
0
0
0
1fi
28
6
148
$13,572
Begin reimbursable expenses
PSC
Airlinetravel
3 tickets @ $250.00 each
$750
HR
3 tickets @ $250.00 each
$750
PSC
Mileage
200 miles @ $0.55 per mile
$110
HR
200 miles @ $0.55 per mile
$110
PSC
Toll telephone
1 project @ $80.00 per project
$80
HR
1 project @ $50.00 per project
$50
PSG
Fax
150 pages @ $1.00 per page
$150
HR
90 pages @ $1.00 per page
$90
Page 1 of 2 Supplemental Senile w Type A
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PROJECT
ESTIMATE OF SUPPLEMENTAL SERVICES, WORKSHEET 5
SUPPLEMENTAL SERVICES — TYPE A
PlP NW1 nip -F w p EXHIBIT A-3 23-0ct-09 04:10 PM
Page 2 of 2 Supplemental Services Type A
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
CADD Opr.
Clerical
Totai
Total
Firm
Combined Labor, Reimbursables and Subconsultants
or
Mgr.
Engr.
Engr.
Arch
or
ox
Hours
Extension
Dfficer
Designer
CADD Tech.
($1
PSC
Postage, shipping and delivery
15 mailings
@
$15.00 per mailing
$225
HR
10 mailings
@
$15.00 per mailing
$150
PSC
CADD charges
44 hours
®
$8.00 per hour
$352
HR
44 hours
@
$8.00 per her
$352
PSC
Reproductions
500 sheets
a
$0.10 per page
$50
HR
200 sheets
@
$0.10 per page
$20
PSC
Blueline prints
45 sheets
a
$2.55 per sheet
$115
HR
15 sheets
0
$2.55 per sheet
$38
PSG
Car rental
4 days
a
$95.00 per day
$360
HR
I
$0
PSC
Subtotal reimbursable expenses
$2,212
HR
$1,560
15% of reimbursable expenses to account for 1.15 multiplier
$566
Total reimbursable expenses
$4,338
Reserved
$0
Total far Worksheet 5
$35,536
Supplemental Services — Type A
Page 2 of 2 Supplemental Services Type A
Resolution No. 2009-80509
SCHEDULE
BASIC ENGINEERING DESIGN AND BID SERVICES
0
m