Pavement Mgmt Systems
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AGREEMENT FOR ENGINEERING SERVICES
FilE COpy
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THIS AGREEMENT, made and entered into this day of January, 2001, by and
between the City of Salina, Kansas, hereinafter referred to as the "Owner', and Infrastructure
Management Services, Inc., with offices located at 13910 W. 96th Terrace, Lenexa, KS 66215,
hereinafter referred to as the "Consultant. n
WITNESSETH:
WHEREAS, the Owner desires to have the Consultant provide services to complete an
FY2000 Pavement Management System Implementation, hereinafter referred to as the
"Project. n
WHEREAS, the Owner has selected the Consultant to perform the services as described
herein.
NOW, THEREFORE, the Owner and the Consultant in consideration of their mutual
covenants herein agree in matters pertaining to the performance or furnishing of professional
engineering services by the Consultant with respect to the Project and the payment for those
services by the Owner as set forth below. This Agreement will become effective on the date
first above written.
ARTICLE I
CONSULTANT'S RESPONSIBILITIES
The Consultant shall perform for or furnish to the Owner professional engineering and
related services in all phases of the Project to which this Agreement applies as hereinafter pro-
vided. The Consultant may employ subconsultants as Consultant deems necessary to assist in
the performance or furnishing of professional engineering and related services hereinafter. The
Consultant shall not be required to employ any subconsultants which are unacceptable to the
Consultant.
The standard of care for all professional engineering and related services performed or
furnished by the Consultant under this Agreement will be the care and skill ordinarily used by
members of the Consultant's profession, practicing under similar conditions at the same time
and in the same locality. The Consultant makes no warranties, expressed or implied, under this
Agreement or otherwise, in connection with the Consultant's services.
ARTICLE II
SCOPE OF SERVICES
TO BE PROVIDED BY THE CONSULTANT
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The purpose of the project is to collect pavement inventory, surface condition, and
structural strength information for the Salina street network, incorporate this information into
CarteGraph's PAVEMENTview Plus~ pavement management system (PMS) software, and de-
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vetopa five ~ear prioritized work plan that optimizes the Owner's available pavement mainte-
nance budget. The following tasks describe the scope of services that will be used to accom-
plish this purpose. Also presented are optional data collection services the Owner may wish to
consider to enhance the utility of the PMS.
Task 1 - Project Initiation
This task will be used to set the working environment for the project, finalize the project
scope and schedule, and familiarize the Owner with the pavement management process, data
collection technologies, and software. The Consultant will meet or teleconference with the
Owner to complete the following salient task activities:
. Introduce the project team, roles and relationships.
. Confirm goals, objectives and schedule of the project.
. Develop an understanding of the Owner's expectations and skills level.
. Identify and discuss the data elements to be collected. Confirm their need, applicability and
method of data collection, loading and storage.
. Discuss optional data elements that can be collected.
. Review software and hardware operating environments.
. Discuss any other topics brought forth by the Owner.
Task 2 - Database Configuration
This task will be used to configure the latest release of PAVEMENTview Plus@ to accept
inventory attribute, surface condition, and structural strength data. The network street segment
database and geographic information system (GIS) linkage data currently maintained by the
Owner will be furnished to the Consultant for upload to the software. Salient task activities in-
clude:
. Confirm existing Owner capabilities with respect to GIS and mapping.
. Confirm referencing and sectioning methodologies used in the Owner's existing PMS are on
an intersection to intersection basis.
. Subdivide road segments with long distances between intersections to maximum lengths of
660 feet.
. Confirm streets to be surveyed.
. Upload the street name, from-to and other inventory attributes from the Owner's PMS data-
base.
Task 3 - Field Data Collection
This task will be used to collect surface condition, video, roughness, falling weight de-
flectometer (FWD), and ground penetrating radar (GPR) data on the streets to be surveyed. The
following paragraphs describe each of these surveys.
Surface Condition Survey
The surface condition survey will be performed using the Video Enhanced Laser Road
Surface Tester (Laser RST), an automated data collection device that uses lasers and onboard
computers to collect and record ~surface condition and inventory data for transfer into the PMS
software. A continuous two-camera, Super VHS video log is also collected as part of the sur-
face condition survey for quality control and optional imaging services. The following information
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will be gathered objectively with the LaserRST in one lane on two and three lane streets and in
one lane in each direction on four or more lane streets:
. Cracking - The extent and severity of transverse and diagonal cracks will be recorded.
. Texture - Texture measurements will be taken in the wheel paths to identify aggregate loss,
raveling, and flushing in asphaltic concrete (AC) pavements and popouts and scaling in
Portland cement concrete (PCC) pavements.
. Rutting - The depth of rutting will be continuously measured in both wheel paths.
. Roughness - Roughness will be measured to ASTM standards in both wheel paths for cal-
culation of the International Roughness Index (IRI).
In addition to the objective data collected by the lasers, three-position rocker switches
will be used by survey crew members to record the following observed, subjective surface con-
dition data for each street segment.:
. Longitudinal cracking - The extent and severity of longitudinal cracking will be evaluated
and recorded.
. Alligator cracking - The extent and severity of alligator or fatigue cracking will be evaluated
and recorded.
· Map cracking - The extent and severity of map or block cracking will be evaluated and re-
corded.
Ground Penetratinq Radar Survey
A GPR survey will be conducted to confirm the uniformity of pavement layers within each
street segment and to measure the thickness of each layer at FWD test points. A 1.0 GHz, air-
coupled antenna will be used to pulse the pavement 50 times per second at prevailing traffic
speeds to obtain this subsurface information. A GPR survey will be performed in the outside
wheel path of one travel lane along each two and three lane street and along one travel lane in
each direction of all four or more lane streets. Horizontal control will be maintained using a
commercial distance measuring instrument (OMI) connected to the transmission of the survey
vehicle. All GPR data collected will be referenced to street intersections and collected on a
continuous basis.
Traffic control will not be required for this operation, but a rotating beacon, strobe lights,
and a flashing arrow board will be mounted on the survey vehicle for safety and visibility. Ap-
proximately 15 cores will be extracted from the pavement surface by the Owner at locations se-
lected by the Consultant throughout the network. The thickness of each core will be measured
and compared with GPR measurements at that core location to establish the dielectric con-
stants used in the analysis of the GPR data. A visual examination of each core will be con-
ducted to assess asphalt stripping, degradation, and erosion. The thickness and type of base
course material will also be evaluated through hand auguring of each core hole by the Owner.
Fallinq Weiqht Oeflectometer Testinq
FWD load-deflection testing will be used in conjunction with the GPR survey described
above to evaluate the structural condition of each street segment in the network. Two deflection
tests at loads of about 9000 pounds will be conducted within each street segment following
ASTM D 4695 procedures. . For AC surfaced streets, FWD tests will be performed in the outside
wheel path of one travel lane along each two- and three-lane street and along one travel lane in
each direction of all four or more lane streets. For PCC pavements, intact slabs will be tested at
the slab center to obtain layer strength information. For AC/PCC pavements, the deflection
testing procedure is similar to that of PCC pavements, except reflection cracking in the AC
overlay will be used to identify the location of slab centers and joints. Horizontal control will be
maintained using the same DMI system used for the GPR survey.
Task 4 - Data Processing
This task will be used to conduct quality control/quality assurance (QC/QA) inspections
and engineering analyses of the field data. The task will be initiated simultaneously with Task 3
to permit the start of QA/QC activities, and conclude with upload of the processed data into
PAVEMENTview Plus~. The major activities in this task are as follows:
· Invite the Owner's staff to accompany the Laser RST crew during data collection. Achieve a
mutual understanding on the data collection methodology to be used.
· Analytically compare the processed Laser RST distress data against standard norms.
· Spot check the processed Laser RST data against the video tape information.
· Revise street segment lengths entered into the database in Task 2 to reflect actual surveyed
lengths.
· Review the raw GPR data to identify mid-block changes in uniform street segment bounda-
ries and to further subdivide the network.
· Analyze the GPR data to determine pavement layer thicknesses at each FWD test point.
· Analyze the FWD data using measured layer thicknesses to generate an AASHTO effective
structural number for each street segment. Calculate a required structural number for each
street segment based on a 20-year design life and average daily traffic (ADT) and truck traf-
fic weights and volumes providecl by the Owner.
· Upload the processed RST surface condition data into the database.
· Upload the pavement layer thickness and effective structural number data into the database.
Task 5 - PMS Implementation
This task will be used to install the PAVEMENTview Plus~ software, train the Owner's
staff in its inspection and reporting capabilities, and develop the five year work plan. The major
task activities include:
· Delivery and installation of the PAVEMENTview Plus~ database on the Owner's computer
network.
· Review of the Owner's current maintenance, repair, and rehabilitation (MRR) practices to
develop the appropriate decision matrices to be used by the software.
· Identification of the unit costs for each MRR activity and the annual budgets for pavement
MRR.
· Determination of the current overall condition and remaining life of the network.
· Development of a prioritized five-year work plan to optimize the expenditure of pavement
maintenance funding.
· Training for the Owner's staff on operation of software, including data interpretation, GIS
linkage, budget preparation, reports, history logging, and future inspections.
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Task 6 - Optional Imaging Services
One or more of the activities in this task may be authorized by the Owner at any time
prior to the start of Task 4. The optional imaging services available to the Owner include:
· Super VHS tapes of all street segments in the network simultaneously displaying a forward
looking view of the street environment and a downward looking view of the pavement sur-
face. The tapes will be supplied with a hardcopy index of the time codes used to locate spe-
cific pavement sections. Super VHS tapes require a Super VHS playback unit for viewing of
tapes but permit a frame by frame analysis of the tapes. The Super VHS tapes may be
stepped down for playback in a standard VHS playback unit as well.
· Digital images may be captured from the Super VHS tapes at variable rates, usually 20 per
mile, and transferred to CD for viewing using proprietary software developed by the Con-
sultant. Two additional data elements such as rutting and roughness may be simultaneously
displayed along with the forward looking and downward looking camera views on the com-
puter screen.
· Digital images may be captured from the Super VHS tapes, linked to each street segment in
the network, and stored within the database for easy retrieval.
ARTICLE III
OWNER'S RESPONSIBILITIES
The Owner shall do the following in a timely manner so as not to delay the services of
the Consultant and shall bear all costs thereto:
1. Designate in writing a person to act as Owner's representative with respect to the serv-
ices to be performed or furnished by the Consultant under this Agreement. Such person
shall have complete authority to transmit instructions, receive information, interpret and
define Owner's policies and decisions with respect to the Consultant's services for the
Project.
2. Be responsible for, and instruct the Consultant to rely upon, the accuracy and complete-
ness of all information furnished pursuant to this Article III, Owner's Responsibilities.
Consultant may use such data and information in performing or furnishing services un-
der this Agreement. '
3. Arrange for access to and make all provisions for the Consultant to enter upon public
property as required for Consultant to perform services under this Agreement.
4. Give prompt written notice to Consultant whenever Owner observes or otherwise be-
comes aware of any development that affects the Scope of Services or the Time Sched-
ule of the Consultant in the performance or furnishing of the required services for the
Project, or any defect or nonconformance in the Consultant's services or in the work of
any Contractor.
5. Coordinate with local police and media regarding the schedule for field data collection.
6. Make available to the Consultant all existing PMS street segment attribute data and GIS
linkage data in an Excel spreadsheet file.
7. Identify street segments that are significantly more heavily loaded in one direction than
the other.
8. Identify street segments that have historically experienced significant maintenance
problems.
9. Furnish ADT and truck traffic weights and volumes for each street segment.
10. Identify proposed construction projects for street segments in the network.
11. Provide traffic control during FWD testing.
12. Core and sample the pavement surface at 15 locations selected by the Consultant.
Auger through each core hole to determine the type and thickness of base and/or sub-
base materials.
13. Provide a list of current MRR strategies and their unit costs.
14. Provide the proposed annual MRR budgets for the next five years.
ARTICLE IV
TIME SCHEDULE
The Consultant agrees to complete services as described in Article II, Scope of Serv-
ices, within the time schedule shown in Table 1.
ARTICLE V
COMPENSATION
The Owner agrees to compensate the Consultant for completion of the services de-
scribed in Article II, Scope of Services, as follows.
1. The total amount of compensation for completion of the basic services described in
Tasks 1 through 5 shall not exceed one hundred three thousand, six hundred eighty one
dollars and 42 cents ($99,482.11), as shown in Table 2, without prior approval of the
Owner. The Owner may authorize completion of one or more of the optional services
described in Task 6 for the amounts shown in Table 2.
2. The number of survey miles included in the scope of services for the project is 270. Ad-
ditional roadway miles above 300 may be added to the scope of services at a unit rate of
$125 per mile. All additional miles must be approved by the Owner prior to billing. It is
recognized by the Owner that the Consultant will make every effort to notify the Owner of
mileage overruns, and the Owner shall not unreasonably withhold approval of the over-
run mileage.
3. Payment for services described shall be made in installments billed not more frequently
than once each month upon receipt of invoices from the Consultant.
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4. Payment shall be made to the Consultant by the Owner within thirty (30) days after re-
ceipt of Consultant's invoice. If the Owner fails to make any payment due the Consultant
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within thirty (30) days after receipt of Consultant's invoice, the amounts due the Consult-
ant will be increased at the rate of 1.5% per month from said thirtieth day.
ARTICLE VI
GENERAL PROVISIONS
1. Times for Renderinq Services: The Consultant's services and compensation under this
Agreement have been agreed to in anticipation of orderly and continuous progress of the
Project through its completion. Specific periods of time for rendering services are set
forth in Article N, Time Schedule, in this Agreement, by which times defined for services
are to be completed. If such periodS of time are changed through no fault of the Con-
sultant, the rates and amounts of compensation provided for therein shall be subject to
equitable adjustment.
If the Owner fails to give prompt written authorization to proceed with any phase of
services after completion of the immediately preceding phase, or does not proceed in an
orderly and continuous progression, the Consultant shall be entitled to equitable adjust-
ment of rates and amounts of compensations to reflect reasonable costs incurred by
Consultant as .a result of the delay or changes in the various elements that comprise
such rates of compensation.
2. ChanQe in Scope: The scope of the work described in Article II, Scope of Services, shall
be subject to modification or supplement upon the written agreement of the Owner and
the Consultant. At the time of such modification of scope, equitable adjustments, agree-
able to both parties, shall be made in the time of performance and the compensation to
be paid for the services.
3. Reuse of Documents: All documents, including Plans and Specifications provided or
furnished by the Consultant pursuant to this Agreement, are instruments of service in re-
spect of the Project, and Consultant shall retain an ownership and property interest
therein whether or not the Project is completed. The Owner may make and retain copies
for use on the Project by Owner and others; however, such documents are not intended
or suitable for reuse, by Owner or others, on extension of the Project or on any other
Project. Any such reuse without written approval or adaptation by the Consultant for the
specific purpose intended will be at the Owner's sole risk and without liability to the Con-
sultant, and the Owner shall indemnify and hold harmless the Consultant from all claims,
damages, losses and expense including attorney's fees arising out of or resulting there-
from.
4. Termination: This Agreement may be terminated by either party upon seven (7) days
written notice in the even of substantial failure by the other party to perform in accor-
dance with the terms hereof through no fault of the terminating party; provided, however,
that in any such case, the Consultant shall be paid the reasonable value of the services
rendered up to the time of termination on the basis of the payment provisions of this
Agreement. Copies of all completed or partially completed designs, plans and specifica-
tions prepared under this Agreement shall be delivered to the Owner when and if this
Agreement is terminated, but it is mutually agreed by the parties that the Owner will use
them solely in connection with this Project, except with the written consent of the Con-
sultant. . '-
5. ControllinQ Law: This Agreement is to be governed by the law of the principal place of
business of the Consultant.
6. Professional Liabilitv - Errors and Omissions: The Consultant shall provide Architects or
Engineers Professional Liability Insurance with limits not less than $250,000 each claim
and annual aggregate covering the liability of the Consultant and any and all subconsul-
tants or agents which are employed or retained by the Consultant. The insurer must be
acceptable to the Owner. In the event coverage provided is claims made coverage, the
insurance shall be maintained for a period of not less that three (3) years after comple-
tion of the contract or in lieu thereof purchase of tail coverage (extended reporting pe-
riod). Upon review of each project, the Deputy City Manager may require higher cover-
age limits.
In lieu of the above coverage, the Consultant may provide the described coverage for his
own firm in the above amount and submit proof all his consultants, agents and inde-
pendent contractors have insurance deemed adequate by the Owner.
7. Certificate(s) of Insurance: Certificate(s) of Insurance acceptable to the Owner shall be
filed with the Owner at the time the contract between the Owner and the Consultant is
executed. These certificates shall contain a provision that coverage that is afforded un-
der the policies will not be canceled until at least thirty (30) days prior written notice has
been given to the Owner and acknowledged. Note: If the Consultant is subject to
worker's compensation law, a certificate shall be provided.
8. Notice of Claim: The Consultant, upon receipt of notice of any claim in excess of $1,000
in connection with this contract, shall promptly notify the Deputy City Manager, (785)
826-7250, providing full details thereof, including an estimate of the amount of loss or li-
ability.
9. Dispute Resolution: In an effort to resolve any conflicts that arise during the design or
construction of the project or following the completion of the project, the Owner and the
Consultant agree that all disputes between them arising out of or relating to this Agree-
ment shall be submitted to nonbinding mediation, unless the parties mutually agree oth-
erwise.
The Owner and the Consultant further agree to include a similar mediation provision in
all agreements with independent contractors and consultants retained for the project and
to require all independent contractors and consultants also to include a similar mediation
proVision in all agreements with subcontractors, subconsultants, suppliers or fabricators
so retained, thereby providing for mediation as the primary method for dispute resolution
between the parties to those agreements.
10. Indemnification Clause: The Consultant agrees, to the fullest extent permitted by law, to
indemnify and save harmless the Owner, its officials, officers, directors and employees
from and against all damages, liabilities or costs, including reasonable attorney fees and
defense costs, for personal injury or death or damage to property to the extent caused
by the Consultant's negligent acts, errors or omissions in the performance of profes-
sional services.
11. Severabilitv: Any provision or part of the Agreement held to be void or unenforceable
under any law or regulation shall be deemed stricken, and all remaining provisions shall
continue to be valid and binding upon the Owner and the Consultant, who agree that the
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Agreement shall be reformed to replace such stricken provision or part thereof with a
valid and enforceable provision that comes as close as possible to expressing the inten-
tion of the stricken provision.
12. Notices: Any notice required under this Agreement shall be in writing, addressed to the
appropriate party at the address which appears on the signature page to this Agreement
(as modified in writing from time to time by such party), and given personally, by regis-
tered or certified mail, returned receipt requested, by facsimile or by a nationally recog-
nized overnight courier service. All notices shall be effective upon the date of receipt.
13. Successors and Asskms: the Owner and Consultant each is hereby bound, and the
principals, successors, executors, administrators, legal representatives and assigns of
Owner and Consultant are hereby bound, to the other party to this Agreement and to the
principals, successors, executors, administrators, legal representatives and assigns of
such other party in respect of all covenants and obligations of this Agreement.
Neither the Owner nor the Consultant may assign, sublet, or transfer any rights under or
interest (including, but without limitation, moneys that are due or may become due) in
this Agreement without the written consent of the other, except to the extent that any as-
signment, subletting or transfer is mandated by law or 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 re-
sponsibility under this Agreement.
Nothing in this Agreement shall be construed to create, impose or give rise to any duty
owed by the Consultant to any Contractor, subcontractor, supplier, other person or en-
tity, or to any surety for or employee of any of them, or give any rights in or benefits un-
der this Agreement to anyone other than the Owner and the Consultant.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement to be effec-
tive as of the date first above written.
OWNER:
CONSULTANT:
City of Salina
Infrastructure Management Services, Inc.
By:
By:
Paul T. Foxworthy, Ph.D., P.E.
Title:
Title: Director of Pavement Services
Date:
Date: December 28. 2000
Address for giving notices:
Address for giving notices:
IMS I Terracon
13910 W. 96th Terrace
lenexa, KS 66215
TABLE 1. PRELIMINARY PROJECT TIME SCHEDULE
Weeks from Notice to Proceed (weather permitting)
TASKS/WEEKS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1. Project Initiation
2. Database Configuration
3. Field Data Collection
4. Data Processing
5. PMS Implementation
I Scheduled time I Slack time
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I Table 2. Professional Engineering Services for a
Comprehensive Pavement Management System
Service. Labor Hours Direct Expen.e.
c J i
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:I & ~ ~ ]I . II IV IV
l5 1! ]I l. i . e .t::. .t::. .t::.
t t I I l. ~ ~ Cll .. U U 0
:I i ~ .. '6 ~ ~ ~
~ ... :I .! IIJ
= j ~ I. ~ i .. i " i .. ;! ;! ii ~
11 ! .. Q
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FOrMlr1lly Sutler Schouten POMI A"..dondo '".1 Olonugl Rouow
0, $ 31.70 $ 31.51 $ 20.11 $ 23032 $ 1UI $ 1US $ 11.75 $ 11.10 t 1US $ GA2 $ 120.00 t 100.00 $ 100.00 . 100.00 $
2,100.00
Basic Services
1.0 Prolecllnltlatlotl
1.01 Brleflno Preoaratlon 5
1.02 Attend Inlllatlon Meellno 10 350
1.03 Contract Preoaratlon 20 5
Task Total: 35 0 0 0 0 0 0 0 5 350 0 0 0 0 0
2.0 Databa.. Conflaul'lItlon
2.01 Software ConfIauratlon 10
2.02 Networ1< Sectlonlna and Referenclna 5 15
2.03 Data Collection Protocoll Deslon 10
2.04 Attribute Data Entry 5 20
Task Tota/: 30 0 35 0 0 0 0 0 0 0 0 0 0 0 0
3.0 Field 0111 Collection
3.01 RST DlstreslllRI Surve 12 3 5 130 130 130 350 15 15
3.02 GPR Survey 12 100 100 350 11 11
3.03 FWD Deflection Tesllng 12 150 150 350 16 16
Task Tota/: 36 3 250 5 130 130 130 250 0 1050 42 15 16 11 0
4.0 Data Proce..lno
4.01 RST Dale Processing 5 5 90
4.02 GPR Dala Analvsls 10 60
4.03 Deflection Data AnalYsis 5 20
4.04 Field Data QAlQC 2 5 5
4.05 Network Data Entry 5 40
Task Tota/: 27 10 125 90 0 0 0 0 0 0 0 0 0 0 0
1I!I01
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Table 2. Professional Engineering Services for a
Comprehensive Pavement Management System
Services Labor Hours Direct Expenses
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Foxworthy Butter Schouten pov..n Anoedondo Pol1tl Olortugo Rossow
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. 31.10 . 3U8 . 20.18 . 21.32 . iUS $ iUS $ 11.1S $ 11.50 $ iUS $ 0.42 $ 120.00 $ '00.00 $ 100.00 $ 100.00 I 2,SOO.00
5.0 PMS Imolementltlon
5.01 Malntenanbe StrateQlel Identification 12 350 1
5.02 MRR Matrix Develoomant 10
5.03 I GIS Llnkace 5
5.04 Software Installation and Tralnlno 20 350 1
5.05 Wo~ Plan Development 15
5.06 Cltv Council Presentation 12 350
Task Tolsl: 74 0 0 0 0 0 0 0 0 1050 2 0 0 0 0
Sulc ~rvlc.. Subtotal Hours/Expen'N 202 13 410 95 130 130 130 250 5 2450 44 15 18 11 0
Sealc ServlcN Direct ubor .nd Expen'N $ 7,817.40 $ 482.54 $ 8,277.90 $ 2,215.40 $ 1,800.50 $ 1,475.50 $ 1,527.50 $ 2,875.00 $ 72.25 $ 1,029.00 $ 5,280.00 $13,500.00 $12,800.00 $ 8,800.00 $
Optional Services
8.0 VIdeo Imaoln" Services
6.01 Indexed VHS Videa TeDel 75
6.02 DeteVue Software end Imaolno o 201m I 25 1
6.03 PevementVlew Plus Images (!!I 81m I 5 15
Tssk Totsl: 0 0 5 115 0 0 0 0 0 0 0 0 0 0 1
Saale + Om/anal Subtotal Hours/Expen'N 202 13 415 210 130 130 130 250 5 2450 44 15 16 11 1
Snlc + Optlonat Direct Labor and Expen'N $ 7,617.40 $ 462.54 $ 8,378.85 $ 4,897.20 $ 1,800.50 $ 1,475.50 $ 1,527.50 $ 2,875.00 $ 72.25 $ 1,029.00 $ 5,280.00 $13,500.00 $12,800.00 $ 6,600.00 $ 2,500.00
SlSlc All
R.ts Service. Services
Total Direct Labor $ 28,523.99 $ 29,308.74
OverlJ.ad 197.5% $ 52,411.40 $ 57,910.12
Labor + OverlJe,d $ 52,411.40 $ 57,910.12
Find Faa 15.0% $ 7,881.71 $ 8,888.52
Direct Costs $ 39,209.00 $ 41,709.00
Subtot., Coats $ 91,820.40 $ 99,819.12
Costs + Fixed Fee $ 99,482.11 $108,305.84
1/4/01 Poge 2 012