HomeMy WebLinkAboutResolution - 2341 - Contract - Freese & Nichols - Reasibility Report, Justiceburg Dam Project - 06_12_1986Resolution #2341
June 12, 1986
Agenda Item #25
LJM:da
RESOLUTION
WHEREAS, the Justiceburg and Post Reservoir projects are to be located
partially in Garza County; and
WHEREAS, these reservoirs will be recreational areas drawing users
from a wide geographical area, including citizens of Lubbock; and
WHEREAS, the orderly development and utilization of this area is a
matter which should concern the entire state; and
WHEREAS, the intense use of such recreation areas often requires
regulations to avoid detrimental impact upon the health, safety, morals and
general welfare of the public; and
WHEREAS, the Commissioners Court of Garza County on May 12, 19869
resolved to seek passage of legislation enabling Garza County to exercise
zoning authority in these recreational areas; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the City Council would wholeheartedly support legislation
granting Garza County zoning authority for the purpose of orderly develop-
ment of recreational areas surrounding these reservoirs.
Passed by the City Council this �12th day of June , 1986.
C./0?c&,4.-
i.
B. C. McMINN, MAYOR
y Secretary
APPROVED AS TO CONTENT:
&2:_ C�gl�
Bob Cass, Deputy City anager
APPROVED AS TO FORM:
9t-4,0-e-
Laura J. Mo tpe, Assistant City Attorney
Resolution #2341
CONTRACT FOR
ENGINEERING SERVICES
STATE OF TEXAS X
COUNTY OF LUBBOCK ){
This Contract, entered into thisl2th day of June 1986, by and
between the CITY OF LUBBOCK, TEXAS, hereinafter called the OWNER, acting by
and through its Mayor duly authorized to act, and FREESE AND NICHOLS, INC.
(A Texas Corporation) of Fort Worth, Texas, Registered Professional
r
Engineers, hereinafter called the ENGINEER.
WITNESSETH: That, in consideration of the covenants and agreements herein
contained, the parties hereto do mutually agree as follows:
1. Employment of Engineer: The OWNER hereby employs the ENGINEER, and
the ENGINEER agrees to perform all necessary professional services
na hereinafter set forth in connection with improvements to be made by the
OWNER as follows:
Water supply improvements known as the Justiceburg Dam Project as
recommended in the "Feasibility Report on the Justiceburg Reservoir"
dated 1978 prepared for the OWNER by the ENGINEER, hereinafter called
the Project.
2. Character and Extent of Services: The ENGINEER shall render all
engineering services necessary in the development and construction of
the Project, which shall, in general, include the following elements:
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1) Dam on Double Mountain Fork of the Brazos River, including core
trench, embankment, intake and service outlet structure, spill-
way, and appurtenances, and the clearing of sites for the dam
and spillway.
2) Adjustment of conflicting facilities; such as, highways, rail-
roads, power lines, telephone lines, oil and gas pipelines, oil
wells, county roads, cemeteries and other similar facilities.
3) Raw water intake sub -structure as required for subsequent
R.� delivery of water to Lubbock, Texas.
4) Making surveys for lands and rights -of -way required for the
Justiceburg Reservoir Project.
A. Contract Services. The Project shall be divided into four (4)
Phases as set forth below. The ENGINEER shall be authorized to
begin work on Phase I with the execution of this Contract. The
ENGINEER shall not begin work on Phases II, III and IV without
written authorization by the OWNER to proceed on each respective
Phase.
Phase I
1) Make a preliminary routing location of raw water pipeline from
the Project to the proposed Post Reservoir.
Make a preliminary determination of the location and easement
requirements for approximately 20,000 linear feet of the raw
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water pipeline crossing the Huddleston, Ward and Reed lands
which are involved in the existing agreement between the City
of Lubbock and the "Landowners". This determination will be
based on visual inspection and on office calculations and no
field surveying will be made under this task of the work.
2) Perform field surveys to reestablish and stake the centerline
of dam, service spillway, emergency spillway, and raw water
pump station. Establish a coordinate system and elevation
control based on the Texas Plane Coordinate System and U.S.G.S.
geodetic stations in the vicinity of the project. Establish a
grid system in the potential upstream and downstream borrow
areas for use by geotechnical consultant. Install and locate
panel markers and prepare contour mapping at a scale of 100
feet per inch, two foot contours for the construction area
F
including the dam, spillways, and raw water pump station
substructure. Locate borings and test pits after field geo-
technical activities are complete.
3) Perform a geotechnical investigation of the dam and raw water
pump station substructure as set forth in Attachment A.
4) Utilise the results and recommendations of the geotechnical
field investigations and reports to evaluate the Project and
furnish a letter report. This evaluation will include an up-
dated estimate of the probable construction cost of the dam,
spillway, and raw water pump station substructure. No evalua-
tion of conflicts or preparation of estimated probable costs of
-3-
mitigation or the conflicts will be included in th4s cost .
estimate. Specific areas to be addressed in the evaluation of
the project include the following:
a. Seepage losses around and under the dam.
b. Presence of soluble gypsum in the foundation.
c. Design criteria of the embankment with regard to potential
earthquake motions.
d. Embankment construction material availability.
5) Estimate the additional land and easement requirements not
presently under contract between the City of Lubbock and the
"Landowners" for the project utilizing U.S.G.S. quadrangle
sheets and backwater studies performed in conjunction with the
Texas Water Commission's water right permit proceedings.
Provide a letter report and copy of the water right application
reservoir map showing the additional land and easement
requirements.
6) All on site work under this Phase shall be completed by April
1, 1987. All work under this Phase shall be Complete by July
2, 1987.
Phase II
1) Provide engineering coordination of all land surveying and
mapping required for this phase of the work.
2) Prepare survey descriptions for use by the Owner in preparing
legal instruments for the purchase of land in fee simple,
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permanent easements. restrictive easements and temporary
easements for lands included in the City's existing agreement
with the "Landowners" and the lands determined to be required
pursuant to Phase I 5) of the Contract. This work shall
be as set forth in Attachment B. The work will include the
following items:
a. Establish survey controls to allow topographic mapping of
the El. 2220 and El. 2245 feet msl contours (or such
contours as may be required to determine flood easement
locations).
b. Prepare aerial topographic mapping at a scale of 200 feet
per inch showing the above mentioned contours and Texas
State Plane coordinates.
c. Digitize the contours to develop survey descriptions of
said contours.
d. Perform field surveys to locate said contours on the
ground and to allow corrections, if required. of the survey
description, and to establish property corners and sedimen-
tation range monument locations. Set monuments on contour
El. 2245 or 300 feet horizontally away from the reservoir
from El. 2220, whichever is greater from El. 2220, at
property lines and at intervals of approximately 1000 feet.
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e. Furnish metes and bounds descriptions for the land required
for the project in fee simple, permanent easement, restric-
tive easement, and temporary easements for the City's use
in preparing legal instruments.
f. Locate and prepare easement description for 60 foot
electric pole line right-of-way outside of access road
right-of-way.
g. Make sedimentation range surveys and provide a location map
identifying the cross section location on the Reservoir
Map, furnish coordinates for the sedimentation range
monuments, and furnish survey notes of the sedimentation
range cross sections.
All work under Items a. through e. shall be completed by April 1,
1988, based on authorization to proceed by November 1, 1986.
y
3) Perform additional flood routings and backwater studies, as
required, to quantify the effect of the reservoir and con-
struction on existing man-made improvements. This work will be
considered a "Miscellaneous Service".
4) Evaluate the effect of the reservoir and construction on
man-made improvements and make engineering analyses of these
conflicts and provide recommendations to the Owner. Assist the
-6 -
Owner in negotiating adjustments for these conflicts, as set
forth under Miscellaneous Services.
Phase III
1) Perform a hydraulic model study of the service spillway and
furnish a report on the findings and recommendations for design
of the spillway as set forth in Attachment C.
2) Design and prepare plans and specifications for the construc-
tion items; prepare forms of proposals; prepare
applications for licenses and/or approvals from local and
state authorities; attend conferences and assist in the
coordination of the work with other interested parties.
Construction items associated with this task include:
a. The dam, service outlet, service spillway, and emergency
spillway as generally shown on the Texas Water Commission
application drawings titled Justiceburg Reservoir, Dam and
Spillway, six sheets inclusive, dated February 1980.
b. The raw water intake substructure including the approach
channel, concrete substructure, access bridge, discharge
piping placed under the bridge from the substructure to the
land, service gates, and other construction required to
allow closing of the dam embankment. Preliminary sizing of
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the pumping units, valves and piping, and motor control
center will be made to allow geometrical layout of the
structure but no preparation of plans and specifications,
detailed analysis of equipment or economic evaluation
thereof will be performed under this contract.
3) Design and prepare plans and specifications for approximately
20,000 linear feet of access road leading from an existing
county road on the Huddleston property along the Ward and Reed
property lines to the dam and raw water pump station area. The
proposed road will be fenced and will have a 60 foot right-of-
way to construct a 20 foot wide all weather road.
4) Assist the Owner in advertising and award of construction
contracts.
e Phase IV
1) Provide general representation during construction. Act as the
OWNER's representative on the project during the construction
period, review shop drawings pursuant to the General Conditions
of the Construction Contracts, review work of inspection
bureaus or testing laboratories that may be required by the
OWNER, furnish general observation of the work and interpre-
tation of plans and specifications by visits to the site by
principals or members of the office staff of the ENGINEER, keep
-8-
f
the OWNER informed of the progress of the work, issue all in-
structions in behalf of the OWNER to Contractors performing the
work, prepare change orders for approval by OWNER as required.
The ENGINEER shall use reasonable diligence to see that the
work is carried out in conformity to the plans and specifica-
tions for the project, and in this connection, to disapprove
work as failing to conform to the contract documents, and, if
necessary, reject work which is defective and not in conformity
with the contract documents, issue certificates of payments and
keep accounts as may be necessary to the prosecution of the
work to completion; upon completion of construction, revise
working drawings in accordance with information furnished by
Contractors upon completion of the project. ENGINEER shall not
be responsible for means, methods, techniques, sequences or
procedures of construction selected by Contractor or the safety
precautions and programs incident to the work of the Contrac-
tor. ENGINEER shall not be responsible for the acts or omis-
sions of any person (except his own employees or agents), at
the project site or otherwise performing any of the work of the
Project.
2) Provide Resident Representation During Construction. Resident
Project Representatives and assistants will be furnished who
will act as directed by the ENGINEER in order to provide more
-9-
extensive representation at the Project site during the Coq-
structlon Phase. The Resident Project Representative shall be
an engineer, assigned full time, and two assistants assigned as
required. The duties and responsibilities and the limitation
on the authority of the Resident Project Representative and
assistants will be as set forth in Attachment E. Construction
layout consisting of line and elevation at the work site will
be provided as a part of Resident Project Representation.
r
Through more extensive on -site observations of the work in
progress and field checks of materials and equipment by the
Resident Project Representative and assistants, the ENGINEER
shall endeavor to provide further protection for OWNER against
defects and deficiencies in the work, but the furnishing of
such resident Project representation will not make ENGINEER re-
sponsible for construction means, methods, techniques, se-
quences or procedures or for safety precautions or programs or
for Contractors' failure to perform the construction work in
accordance with the Contract Documents.
3) Provide quality control laboratory testing during construction
as set forth in Attachment A.
4) Provide geotechnical consulting during construction as set
forth in Attachment A.
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5) Set instrumentation in the embankment and foundation as set
forth in Attachment A.
B. Miscellaneous Services. The ENGINEER shall assist the OWNER in
negotiations in connection with the adjustment and alteration of
conflicting utilities and other facilities as set forth in Phase II
4) to be performed by others and shall assist the OWNER if
requested in the general planning of miscellaneous work, which the
OWNER may desire to perform with OWNER 's staff and which does not
require professional services. The Engineer shall perform flood
routings and backwater studies as set forth in Phase II 3). as a
Miscellaneous Service.
C. Special Services. Various services incidental to the Project, but
not within the scope of the Basic Engineering covered by Phases I,
F 1I, III and 1V with Attachments, which may be added to the
ENGINEER's responsibilities by mutual agreement and written
authorization include, but are not necessarily ) imited to, the
following:
(a) Appearances before regulatory agencies.
(b) Assistance to the OWNER as an expert witness in any litigation
with third parties arising from the development or construction
of the Project.
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"y.
(c) Special investigations involving detailed consideration of
operation, maintenance and overhead expenses; preparation of
rate schedules; preparation of special reports as required for
marketing bonds; earning and expense statements; special
feasibility studies; valuations; and material audits or
inventories required for certification of force account
construction performed by the OWNER.
(d) Extra travel required of the ENGINEER in connection with the
Project, other than trips between ENGINEER 's office and the
Project.
(e) Additional copies of reports and Plans and Contract Documents
in excess of 50 copies as required for the initiation, bidding
and administration of the Project.
x
(f) Preparation of applications and supporting documents for
government grants or planning advances for public works
projects.
(g) Revision of reports and Contract Documents after specific
approval by OWNER as provided in Section 5 following.
No special services of any nature shall be undertaken by the ENGINEER
under this Contract until he has received written authorization from
the OWNER.
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D. Owner to Provide. The OWNER will provide in a timely manner all
access to the project lands as required by Phase I, II, III and IV
of the work.
3. Compensation to ENGINEER: The OWNER agrees to pay to the ENGINEER for
all professional services rendered under this Contract, amounts as
outlined below, which shall constitute complete compensation for the
services rendered.
A. Contract Services.
Phase I
1) For services provided by the ENGINEER excluding services pro-
vided by geotechnical sub -consultants set forth in Phase I 3).,
the ENGINEER shall be paid a lump sum of $130,000.
2) For services as set forth in Phase I 3). rendered by the
4
geotechnical sub -consultant, the ENGINEER shall be paid in
accordance with the "Schedule of Fees" shown in Attachment A
for actual quantities of services provided. The total
compensation for this item shall not exceed $600,000 without
written authorization by the OWNER.
Phase II
1) For services set forth in Phase II 1)., 2)b., 3) and 4), the
ENGINEER shall be compensated as in accordance with Attachment
D based on actual quantities of services provided. The total
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compensation for this item shall not exceed $116,000 without
written authorization by the OWNER.
2) For surveys of land requirements and/or easements as set
forth in Phase II 2) a, c, d, e, and f, the ENGINEER
shall be paid in accordance with the "Schedule of Fees" shown
in Attachment B for actual quantities of services provided.
The total compensation for this item shall not exceed $553,000
without written authorization by the OWNER.
Phase III
1) For services provided by the ENGINEER including hydraulic model
study, the ENGINEER shall be paid a lump sum of $945,000.
Phase IV
1) For the providing of general representation during construction
st
as set forth in Phase IV, Paragraph 1, the ENGINEER shall be
paid the lump sum of $230,000, based on the construction time
of 24 months. Should the actual construction time vary from 24
months, the compensation shall be adjusted in the amount of
$4,675 per month. The adjustment shall be in addition to the
lump sum compensation should time exceed 24 months and shall be
a deduction should the time be less than 24 months.
2) For ` providing resident representation during construction as
set forth in Phase IV 4), the ENGINEER shall be compensated in
accordance with the "Schedule of Fees" shown in Attachment D.
-14-
am
3) For the providing of geotechnical consultation and quality
control laboratory testing during construction as set forth in
Phase 1V 3), 4) and 5) and installation of instrumentation,
the ENGINEER shall be compensated in accordance with the
"Schedule of Fees" shown in Attachment A.
B. Miscellaneous Services. The ENGINEER shall be compensated for
miscellaneous services as set forth in Section 2, Paragraph B. in
accordance with the "Schedule of Fees" set forth in Attachment D.
C. Special Services. The ENGINEER shall be compensated for providing
special services as set forth in Section 2, Paragraph C in accor-
dance with the schedule set forth in Attachment D.
4. Time of Payment:
A. For Phases I, I1, and 11I. Payment for services rendered by the
ENGINEER shall be due and payable upon the completion of each
individual Phase. The ENGINEER may submit periodical statements for
services based on value of work completed. Final payment will
become due and payable upon final submittal to the OWNER of each
individual Phase.
B. For Phase IV. For services performed under Phase IV, payments to
the ENGINEER shall be made based on monthly statements submitted by
the ENGINEER.
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S. Estimates of Probable Construction Cost: When requested to do so, the
ENGINEER will furnish estimates of probable construction cost of the
work but the ENGINEER does not guarantee the accuracy of such
estimates.
6. Engineer May Sub -Contract Portions of Services: The ENGINEER may, at
his option, sub -contract the geotechnical investigations, laboratory
analyses and geotechnical consultations and instrumentation instal-
lation, the development of contour map of the construction site,
land surveys and descriptions, determination of easement requirements
and related activities and the conducting of the hydraulic model study
of the service spillway. The ENGINEER shall notify the OWNER of any
sub -contract and the Director of Water Utilities of the City of Lubbock
reserves the right to withhold approval.
7. Revision of Plans and Specifications: The OWNER reserves the right to
direct substantial revisions of the plans and specifications after due
approval by the OWNER as OWNER may deem necessary, but in such event
the OWNER shall pay to the ENGINEER just and equitable compensation for
services rendered in making such revisions. If hevisions in the plans,
specifications or drawings are required by reason of the ENGINEER 's
error or omission, then such revisions will be made by the ENGINEER
without additional compensation to the fees herein specified.
8. Inspection and Review of the Work: The ENGINEER will endeavor to
protect the OWNER against defects and deficiencies in the work of the
-16-
Contractors, by observation of the work as it progresses, by interpre-
tation of the plans, specifications and other Contract Documents to and
with the Contractors, by the disapproval of defective work and the
issuance of stop -orders with respect to defective procedures, where
they are observed, and the ENGINEER will exercise due diligence to
assist the OWNER in requiring that the work be done in accordance with
the plans and specifications; but the Contractors will remain indepen-
dent Contractors with the OWNER, and the ENGINEER does not guarantee
the performance of such construction Contracts.
9. Ownership of Documents: Drawings and specifications as instruments of
service are the property of the ENGINEER whether the work on which they
are made be executed or not. The ENGINEER will provide fifty (50) sets
of plans and specifications and bid documents. Additional sets of
plans and specifications and bid documents as are necessary in the re-
ceiving of bids for construction and as are required in the execution
of the Project will be furnished as Special Services. Upon completion
of construction, the ENGINEER shall revise the working drawings in
accordance with data furnished by Contractors to show the Project as
constructed and the OWNER shall be furnished two sets of prints and one
set of reproducibles made from the "Record" drawings. Any reuse of the
drawings without written approval of the ENGINEER will be OWNER's sole
risk and without liability or legal exposure to ENGINEER.
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10. Successors and Assignments: The OWNER and the ENGINEER each binds .
himself, his partners, successors, executors, administrators and
assigns to the other party to this agreement, and to the partner, suc-
cessors, executors, administrators, and assigns of such other party in
respect to all covenants of this Contract. The OWNER may assign its
interest in this Contract. The ENGINEER shall not assign, sublet or
transfer his interests in this Contract without the written consent of
the OWNER except as specified 1n Section 6.
11. Termination of Contract: Either party to this Contract may terminate
the Contract by giving to the other party thirty (30) days notice in
writing. Upon delivery of such notice by the OWNER to the ENGINEER,
and upon expiration of the 30-day period, the ENGINEER shall discon-
tinue all services in connection with the performance of this Agreement
and shall proceed to cancel promptly all existing orders and contracts
insofar as such orders or contracts are chargeable to this Contract.
As soon as practicable after receipt of Notice of Termination, the
ENGINEER shall submit a statement, showing in detail the services
performed under this Contract to the date of termination. The OWNER
shall then pay the ENGINEER promptly that portion of the prescribed
charges which the services actually performed under this Contract bear
to the total services called for under this Contract, less such pay-
ments on account of the charges as have been previously made. Copies of
all completed or partially completed designs, plans and specifications
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prepared under this Contract shall be delivered to the OWNER when and
if this Contract is terminated, but subject to the restrictions as to
their use as set forth in Section 9.
This Contract is executed in two counterparts.
IN TESTIMONY HEREOF, they have executed this agreement, the day and year
first above written.
ATTEST:
Ranette Boyd, city secretdry
`ACPROVED AS TO FORM:
1
F �' 4 (-;�'
&fin Ross, City Attorney
CITY OF LUBBOCK
Owner
C
.�
By o'.McMinn, Mayor
-AMROVED AS TO C "To 11
WITNESS: FREESE AND NICHOLS, INC.
Engineer
V
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t'.
Attachment A
PHASE I - Geotechnical Services
Investigation, stability analysis and design recommendations for
Justiceburg Dam in accordance with the attached scope of work by Mason -
Johnston and Associates, Inc. Unit prices for adding to or deducting
from this work are as follows:
A. Field Work Description
Estimated
Unit Cost
Quantity
Principal Engineer
80
Hr.
S 172.50
Mobilization
2
Units
2,480.00
Field Suprvisor
40
Days
532.25
Subsistence (3 man crew)
119
Days
241.50
NX Boring (diamond)
1,450
L.F.
25.30
NX Boring
3,204
L.F.
19.00
Set Casing
500
L.F.
11.75
Auger Borings
770
L.F.
9.75
Piezometer Installation
7
Each
489.00
Infiltration Testing
88
Hr.
230.00
Pressure Testing
40
Hr.
230.00
E-Logging
1,000
L.F.
7.20
Rig Time/E-Logging
15
Hr.
230.00
Backfill Borings
50
Hr.
230.00
Dozer Time
150
Hr.
97.75
Field Engineering/Geology
62
Days
747.50
Stand-by Time
80
Hr.
230.00
Subsistence (3 Professionals)
100
Days
241.50
Portland Cement and Bentomite
lump Sum
5,175.00
B. Laboratory Testin
Atterberg Limits
120
Ea.
$ 51.75
Grain Size Analysis
30
Ea.
57.50
Grain Size + Hydrometer
20
Ea.
159.25
-200m
60
Ea.
43.25
Unit Dry Weight and Moisture Content
12
Ea.
21.25
Unconfined Compression -Rock
24
Ea.
28.75
Unconfined Compression -Soil
20
Ea.
72.00
Triaxial Q m/s
10
Ea.
217.25
Triaxial Q s/s
15
Ea.
132.25
Triaxial R m/s
10
Ea.
258.75
Triaxial R s/s
15
Ea.
155.25
Triaxial S
6
Ea.
1,063.75
Consolidation
15
Ea.
258.75
Direct Shear
20
Ea.
143.75
Specific Gravity
20
Ea.
57.50
Optimum Moisture (Std.)
20
Ea.
155.25
Optimum Moisture (Mod)
3
Ea.
247.25
Permeability
6
Ea.
129.50
Pinhole Dispersion
40
Ea.
201.25
Dispersion (Double hydrometer)
60
Ea.
43.00
Remold Samples
68
Ea.
43.25
Special Testing (Soil Cement)
1
L.S.
4,025.00
Special Testing (Gypsum & Slurry Wall)
1
L.S.
2,875.00
A-1
Attachment
A
C. Analyses and Report Phase
Estimated Unit Cost
uantit
Principal Engineer
Staff Engineer
120 Hr. $
_
172.50
Staff Support
200 Hr.
92.00
Engineer/Geologist
295 Hr.
57.50
Computer Facilities (including
150 Hr.
69.00
CAD, Word, etc.)
Seismologist
275 Hr.
40.25
Seismic Analysis/Study
50 Hr.
115.00
a la H.B. Seed, et al
Coordination Meetings
50 Hr.
115.00
Engineering Report in
120 Hr.
172.50
fifty copies
50 Ea.
86.25
PHASE IV - Construction Quality Control
A. Full Time Technician (including pickup)
Regular Time Rate
Overtime Rate
55.00/hr*
51.75/hr*
Regular Time
Overtime Rate (10 hr/wk)
9,545.00/mo.
Housing Allotment
2,242.50/mo.
690 OO�mo
12,477.50/mo.
24 mo, construction period =
299,460.00
*Hourly rates are based on the salary schedule in effect January 1,
The rates shall be adjusted each January 1st to
1986.
a mutually agreed
amount.
B. Laboratory Equipment
Furnish the following laboratory equipment
Construction contractor is to furnish
for quality control testing.
soils
crete curing building, plumbing, heating,
and all utilities.
laboratory building,
air conditioning, furniture
con-
A- 9
Attachment A
uantit Lab Equipment Description
1
Oven
1
Compactor
1
1
Scales 400/2000 grams
1
Scales 10,000 grams
10
Scales 300 lbs.
Sieves
1
Sieve Shaker
1
24
Liquid Limit Machine
12
Liquid Limit Cans
Evaporating Oish
4
Putty Knives
1
Soil Mixer
1
Nuclear Machine
1
1
Marsh Funnel b Measuring Cup
Mud Balance
1
Stopwatch
1
Filter Press
1
Concrete Breaker
1
10 bags
Capping Machine & Pot
Capping Compound
1
10
Slump Cone - Set
cases
Cylinder Molds
1 case
1
Graduated Cylinders 100 ml
case
1
Graduated Cylinders 1000 ml
1
4" Mold - Compactor
6" Mold - Compactor
1
Soil Cement Compacting Machine
1
Mold Set - Soil Cement
2
Sample Extruder
6
Grooving Tools
Mixing Bowls
1
Jaw Crusher
1
Air Meter
2
Scoops
2
Thermometers
Rental cost of laboratory equipment is $1,633.00 per month. Ownership
of all equipment, except equipment furnished by the construction con-
tractor, rests with the geotechnical subcontractor.
C. Instrumentation
Upon completion of construction, install the following instrumentation
in the dam.
A-3
Attachment A
Piezometers: 3 ranges
with 8 units
per range
Drilling, Sampling b
Setting
$ 70,035.00
Materials (Invoice +
15%)
6,906.00
$ 76,941.00
Settlement Plates: 3 units
Drilling b Sampling
$8_ 625 00
$ 8,625.00
Supervision b Logistics:
Mobilization
Subsistence
3 units $2,480.00
$ 7,440.00
(3 man crew)
Field Supervision
40 days
214.50
8,580.00
(includes daily
expense)
Field Geologist
40 days
603.75
24,150.00
(includes daily
expense)
20 days
828.00
16,560.00
$ 56,730.00
TOTAL
y
$142,296.00
Daily rates are based on
The rates shall be adjusted
the salary schedule
each January
in effect
1st to
January 1, 1986.
amount.
a•
mutually agreed
A-4
Attachment A
Justiceburg Reservoir Project
Scope of Geotechnical Services
Geotechnical services for the Justiceburg Reservoir Project, consisting
of an embankment dam, spillway and raw water intake sub -structure with
bridge, will be performed by Mason -Johnston & Associates, Inc. These
services will be rendered during Phase 1, Phase III and Phase IV of the
project as described below.
Phase I. Perform a field investigation consisting of reconnaissance,
core borings, test pits, auger borings, pressure tests and installation
of instrumentation to determine the geologic composition and engineering
properties of the foundation for the dam embankment, spillway, raw water
sub -structure and bridge, and the available borrow sources. Obtain core
samples and bag samples for laboratory testing.
Perform laboratory testing in accordance with generally accepted pro-
cedures to measure the engineering properties of representative soil
samples including Atterberg limits, grain size, unit dry weight,
moisture content, unconfined compression strength, confined compression
strength, consolidation characteristics, direct shear strength, specific
gravity, optimum moisture, permeability, dispersion characteristics, and
such other properties required to evaluate the suitability of the site
for the proposed construction.
Within three (3) months after being directed to proceed, prepare an
interim report addressing the following properties of the site:
a. Potential seepage losses around and under the dam.
b. Potential detrimental effects of soluble gypsum in the
foundation.
C. Design criteria of the embankment with regard to potential
earthquake motions.
d. Embankment construction material availability.
Consult with a seismologist to determine the ground motions to be
expected at the site during a recurrence of the maximum earthquake of
record in the Snyder, Texas area. Within six (6) months after being
directed to proceed. prepare a final geotechnical report on the project,
making recommendations on the following items:
a. Type, depth and extent of cutoff under the dam and in the
abutments.
b. Special foundation treatment to mitigate any detrimental
effects of earthquake motions.
C. Stability analysis and embankment geometry to provide an
adequate factor of safety for the following load conditions:
A-5
Attachment A
(1) End of construction.
(2) Steady state seepage.
(3) Rapid drawdown.
(4) Earthquake ground motions*.
d. Zonation of the embankment to make maximum use of required
borrow materials while providing an impervious cutoff,
drainage and meeting the above design criteria.
e. Design loading, shear strength, uplift and stability of the
service spillway structure.
f. Design loading and settlement of the service outlet works.
g. Overbuild requirements for the embankment to allow for con-
solidation of embankment and foundation.
h. Bearing strengths of raw water pump station substructure and
bridge foundations.
i. Material availability and use for embankment zones and soil
cement slope protection.
j. Location and type of permanent instrumentation.
Phase III. Consultation and review during design phase of the project.
Provide consulting during the design phase to interpret the geotechnical
recommendations, and evaluate the effect of any proposed changes on
these recommendations. Participate in quality reviews during the design
phase. Review and comment on final plans and specifications with re-
spect to interpretation of the geotechnical design requirements.
Phase IV. Laboratory quality control during construction.
Furnish a full-time laboratory technician qualified to perform the soils
and concrete quality control testing required by the specifications
during construction. Furnish and maintain all laboratory equipment
required for quality control testing for the duration of construction.
Make monthly inspections by an engineer to endeavor to determine if the
foundation conditions disclosed are compatible with those anticipated,
and if the construction is producing a product consistent with the
design assumptions. Consult with Freese and Nichols on any modifi-
cations required as a result of conditions and/or materials encountered
during construction.
he design earthqua a will be equal to the .maximum that has occurred
in the Snyder area attributed to oil recovery procedures.
A-6
Attachment A
During and following construction, install instrumentation consisting of
3 ranges of 8 piezometers in the dam and foundation. This activity will
include the furnishing of all materials, equipment and labor for these
installations. Make recommendations as to observation of instrumen-
tation to Freese and Nichols for inclusion in an operation manual.
A-7
Attachment B
PHASE II - Land Surveying
A.
For items of work set forth under Phase II of the
Contract, the
following rates of compensation shall
be used. The hourly rates
are based on the salary
schedule in effect
January
1, 1986. The
rates shall be adjusted
each January
1st to a mutually
agreed
amount.
Field Personnel
Two -Man Field Party
$63.25/hr.
Three -Man Field Party
74.75/hr.
Four -Man Field Party
86.25/hr.
Five -Man Field Party
97.75/hr.
Stakes
0.23/each
Lathes
0.32/each
Vehicle
0.35/mi.
ti
Office Personnel
Registered Public Surveyor
$57.50/hr.
Drafter
40.25/hr.
Computer Operator
40.25/hr.
Clerical
14.38/hr.
B.
Estimated cost of work described under
Phase II of
the Contract.
These quantities are for
budget purpose
only, and may
be adjusted
as the scope of services
becomes more
fully defined
and for other
r
circumstance which may affect the time required to
complete these
services.
1.
Land in Fee Simple
Three -Man Field Party
1,000
Hours
$ 74,750.00
'
Drafting & Computer
600
Hours
24,150.00
Mileage
11,600
Miles
4,060.00
102,9 0.00
2.
Flood Easements
Three -Man Field Party
525
Hours
$ 39,243.75
Drafting & Computer
275
Hours
11,068.75
Mileage
5,800
Miles
2,030.00
52,342.50
3.
Restrictive Easements
Three -Man Field Party
515
Hours
$ 38,496.25
Drafting & Computer
280
Hours
11,270.00
Mileage
5,250
Miles
1,837.50
51,603.75
B-1
0
4. Permanent Easements
Three -Man Field Party
490
Hours
Drafting & Computer
290
Hours
Mileage
3,000
Miles
5. Temporary Construction Easements
Three -Man Field Party
485
Hours
Drafting & Computer
295
Hours
Mileage
1,325
Miles
6. Sedimentation Surveys
Three -Man Field Party
425
Hours
Drafting & Computer
240
Hours
Mileage
3,400
Miles
7. Horizontal and Vertical Control
Three -Man Field Party
828
Hous
Drafting & Computer
410
Hours
Mileage
8,500
Hours
S. Set Monuments
Three -Man Field Party
730
Hours
Drafting & Computer
448
Mileage
5,360
Miles
Supplies, inflation and miscellaneous
contingencies
TOTAL ESTIMATED COST
Attachment B
$ 36,627.50
11,672.50
1.050.00
49,350.00
$ 36.253.75
11,873.75
463.75
48, 5 T1_25
$ 31,768.75
9,660.00
1,190.00
42,618.75
$ 61,893.00
16.502.50
2,975.00
$ 81,370.00
$ 54,567.50
18,032.00
1,876.00
74,475.50
50,000.00
$553,312.25
B-2
Attachment C
Hydraulic Model Study of Justiceburg Reservoir Spillway
The model will be fabricated and tested at the Utah Water Research
Laboratory of Utah State University. The University personnel that will
be involved with this project will be Dr. Paul Tullis, Dr. William
Rahmeyer, and several graduate students.
The objectives of the model testing will include the testing and evalua-
tion of the approach flow conditions to the spillway. The discharge
rating curve for the spillway will be determined for various reservoir
water surface elevations. The effect of the tailwater height on the
performance of the flip bucket and plunge pool will be evaluated.
Modifications to both the flip bucket and plunge pool will be made to
improve the performance and eliminate any undesirable flow conditions.
The stability of both a lined and unlined plunge pool will be investi-
gated. The model study will also help determine the optimum dimensions
for the plunge pool.
It is proposed to build a 1:30 scale model of the spillway based on
Froude similarity. A 360-foot wide and 240-foot long section of the
topography upstream of the spillway, and a 900-foot by 900-foot section
of topography downstream of the plunge pool will be modeled. The depth
of the downstream portion of the model will be sufficient (a proposed
elevation of 2,090 feet) to investigate the dimensions of an unlined
plunge pool. The spillway crest, chute, and flip bucket will be fabri-
cated from wood and metal. The flip bucket will be located within the
tailbox of the model to allow modifications of the bucket.
The model will be constructed separately from your present model of
Stacy Spillway. The Stacy Spillway model will remain intact for a
period of 6 more months. As with the Stacy Spillway, it is anticipated
that the Justiceburg Spillway model, after completion of testing and
along with your consent, will allow a graduate student the opportunity
to initiate a research program his thesis.
The schedule for testing will include 5 weeks for construction and
another 3 to 6 weeks of testing. Preliminary test data will be made
available on a day-by-day basis. Video tapes of the model will be made
and at the completion of testing, a report will be written for the model
study.
C-1
a
Attachment D
ADDITIONAL SERVICES - HOURLY RATE
1986
Entry Engineer
$34.70
Associate Engineer
$41.65
Assistant Design Engineer
$56.80
Design Engineer I
$63.78
Design Engineer 11
$68.37
Senior Engineer
$74.94
Word Processor/Secretary (FTW)
$31.28
Drafter
$21.33
Technician 1
$32.69
Technician II
$57.06
Engineering Technician
$47.63
Senior Engineering Technician
$58.20
Designer
$55.20
Engineering Department Manager/Principal
$110.20
Resident Engineer
$45.06
Senior Resident Representative
$41.60
Field Representative
$31.20
The hourly rates are based on the salary schedule in effect January 1. 1986. The
rates shall be adjusted each January 1st to a mutually agreed amount.
ATTACHMENT E
Duties, Responsibilities and Limitations of Authority
of Resident Project Representative
A. General.
Resident Project Representative is ENGINEER's Agent, will act as directed by and under the supervision of ENGI-
NEER, and will confer with ENGINEER regarding his actions. Resident Project Representative's dealings in matters
pertaining to the on -site Work shall in general be only with ENGINEER and CONTRACTOR. and dealings with
subcontractors %!tall only be through or with the full knowledge of CONTRACTOR. Written communication with
OWNER will be only through or as directed by ENGINEER.
B. Duties gad Responsibilities.
Resident Project Representative will:
f. Schedules: Review the progress schedule. schedule of Shop Drawing submissions and schedule of values prepared
by CONTRACTOR and consult with ENGINEER concerning their acceptability.
2. Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences
as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings, and
maintain and circulate copies of minutes thereof.
J. Liaison:
a. Serve as ENGINEER's liaison with CONTRACTOR, working principally through CONTRACTOR's superinten-
deat and assist him in understanding the intent of the Contract Documents. Assist ENGINEER in serving as OWNER's
liaison with CONTRACTOR when CONTRACTOR's operations affect OWNER'son-she operations.
b. As requested by ENGINEER, assist in obtaining from OWNER additional details or information, when required
at the job site for proper execution of the Work.
i. Shop Drawings and Samples:
a. Receive and record date of receipt of Shop Drawings and samples, receive samples which are furnished at the site
by CONTRACTOR, and ratify ENGINEER of their availability for examination.
b. Advise ENGINEER and CONTRACTOR or its superintendent immediately of the commencement of any Work
requiring a Shop Drawing or sample submission if the submission has not been approved by ENGINEER.
S. Review of Wark. Rejection of Defectrty Wu+k, Insprrriau and Tests:
a. Conduct on -site observations of the Work in progress to assist ENGINEER in determining if the Work is proceeding
in accordance with the Contract Documents and that completed Work will conform to the Contract Documents.
b. Report to.ENGINEER whenever he believes that any Work is unsatisfactory, faulty or defective or does not
conform to the Contract Documents, or does not meet the requirements of any inspections. tests or approval required
to be made or has been damaged prior to final payment; and advise ENGINEER when he believes Work should be
corrected or rejected or should be uncovered for observation. or requires special testing. inspection or approval.
c. Verify that tests, equipment and systems startups and operating and maintenance instructions are conducted as
required by the Contract Documents and in presence of the required personnel. and that CONTRACTOR maintains
adequate records thereof; observe. record and report to ENGINEER appropriate details relative to tine test procedures
and startups.
d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project. record
the outcome ofthese inspections and report to ENGINEER.
® 1979 by National Society of Professional Engineers. 2029 K St.. N.W.. Washington. D.C. 2M
NSPFJACECIASCF. Pubricalkm No. 14MI-A
6. Interpretation of Contract Documents: Transmit to CONTRACTOR ENGINEER's clarifications and interpretations
or the Contract Documents.
7. Modifications: Consider and evaluate CONTRACTOR's suggestions for modifications in Drawings or Specifications
and report them with recommendations to ENGINEER.
d. Records:
a. Maintain at the job site orderly rdes for correspondence, reports of job conferences. Shop Drawings and samples
submissions, reproductions of original Contract Documents including all addenda, change orders, field orders, addi-
tional Drawings issued subsequent to the execution of the Contract. ENGINEER's clarifications and interpretations
of the Contract Documents, progress reports, and other Project related documents.
b. Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras
or deductions, list of visiting officials and representatives or manufacturers, fabricators. suppliers and distributors.
daily activities, decisions, observations in general and specific observations in more detail as in the case of observing
test procedures. Send copies to ENGINEER.
e. Record names, addresses and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of
materials and equipment.
9. Reports:
a. Furnish ENGINEER periodic reports as required orprogress ofthe Work and CONTRACTOR's compliance with the
approved progress schedule and schedule of Shop Drawing submissions.
b. Consult with ENGINEER in advance or scheduled major tests, inspections or start of important phases of the
work.
e. Report immediately to ENGINEER upon the occurrence of any accident.
10. Payment Requisitions: Review applications for payment with CONTRACTOR for compliance with the established
procedure for their submission and forward them with recommendations to ENGINEER. noting particularly their
relation to the schedule of values. Work completed and materials and equipment delivered at the site but not incor-
porated in the Work.
II. Certificates. Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance
and operation manuals and other data required to be assembled and furnished by CONTRACTOR arc applicable to
the items actually installed: and deliver this material to ENGINEER for his review and forwarding to OWNER prior
to final acceptance of the Work.
I?. Completion:
a. Before ENGINEER issues a Certificate or Substantial Completion, submit to CONTRACTOR a list of observed
items requiring completion or correction.
b. Conduct final inspection in the company of ENGINEER. OWNER and CONTRACTOR and prepare a final list of
items to be completed or corrected.
e. Verify that all items on final list have been completed of corrected and make recommendations to ENGINEER
concerning acceptance.
C. Limitations of Atrthork7.
Except upon written instructions of ENGINEER. Resident Project Representative:
I. Shall not authorize any deviation from the Contract Documents or approve any substitute materials or equipment.
2. Shall not exceed limitations on ENGINEER's authority as set forth in the Contract Documents.
J. Shall not undertake any ofthe responsibilities ofCONTRACTOR. subcontractors orCONTRACTOR*s superintendent.
or expedite the Work.
d. Shall not advise on or issue directions relative to any aspect of the means, methods, techniques, sequences or
procedures of construction unless such is specifically called for in the Contract Documents.
J. Shall not advise on or issue directions as to safety precautions and programs in connection with the Work.
6. Shall not authorize OWNER to occupy the Project in whole or in part.
7. Shall not participate in specialized field or laboratory tests.
nera,ed be Fnsweer\ Jn rab,.eel o" cow\ e..e ,.
hbL.Md.•rle b, F.nk.w J$-4rn.Ne F.wlw, ef+•.,�,A..rv.n.{IY. V.�.+J`o�+1. dl.nlr•••.W F+e•,e.. \wencr C.+..Y+. i•n....n f...+..1 �..... .. <...•.
717
TEMPORARY WORKING EASEMENT
THE STATE OF TEXAS S
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF KENT 5
THAT Sidney W. Johnson, of Kent County, Texas, herein called "LANDOWER",
shall be paid the sum of ONE HUNDRED AND NO/100 DOLLARS ($100.00) for each day
that the herein described studies are conducted on the herein described property.
It is to be paid upon completion of conducting the said studies and not to be
paid later than April 1, 1987. It is to be paid to the LANDOWNER by the City of
Lubbock, a Home Rule Municipal Corporation of Lubbock County, Texas, the receipt
and sufficiency of which is hereby acknowledged and confessed, has by these
presents GRANTED, BARGAINED, SOLD and CONVEYED, and by these presents does GRANT,
BARGAIN, SELL and CONVEY unto the City of Lubbock, its successors and assigns,
a temporary working easement to be used by said City of Lubbock in connection
with surveying, core -drilling and conducting feasibility studies for the produc-
tion of water for human consumption and ingress, regress and egress for such
purposes in, upon, over, under, along and across land owned by LANDOWNER and
described as follows, to -wit:
Section 48 and 49, Block 5, Kent County, Texas
Such working easement shall automatically in all things expire and ipso
facto revert to LANDOWNER herein, his heirs and assigns on April 1, 1987.
TO HAVE AND TO HOLD the immediately above -described premises together with
all and singular the rights and appurtenances in anywise belonging to the said
City of Lubbock for the time and purposes hereinabove mentioned, together with
the rights and priviledges at any and all times prior to the termination of said
temporary working easement to enter said premises or any part thereof for the
purposes and uses herein stated.
It is further understood and agreed that this easement is executed upon the
condition that upon completion of the said above -described surveying, core -drilling
and feasibility studies, the premises included in the temporary working easement
will be restored to substantially the same condition as the same were prior to
the execution of said easement,,without cost to LANDOWNER, his heirs or assigns.
WITNESS THE EXECUTION OF +IS INSTRUMENT THIS QL` DAY OF t1 4z-- ,
1986.
,'Sidney W. Jo SOIKII
THE STATE OF TEXAS
COUNTY OF KENT S
BEFORE ME, the undersigned authority, a Notary Public in and for said
Kent County, Texas, on this day personally appeared Sidney W. Johnson, known
to me to be the person whose name is subscribed to the foregoing instrument,
and acknowledged to me that he executed the same for the purposes and consid-
erapion therein expressed.
d-ITEN UNDER MY HAND AND SEAL OF OFFICE this day of 1)0 A (-- ,
1986:-
_ l
C
Notary Public, Kent County, Texas
i •
My term expires: 2T J A hi )27.7
x
THE STATE OF TEXAS
COUNTY OF
BEFORE ME, the undersigned authority, a Notary Public in and
For aid County, T as, on this day personally appeared
ZZ_ - 6P , known to me to be the person
whose name is subscribed to the foregoing instrument, and acknowl-
edged to me that he executed the same for the purposes and consi-
de!cspon therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
1986.
Nota Public in and for
County, Texas
THE STATEF
COUNTY OF ENT TEXAS FILED FOR RECO D
I, CORNELIA CHEYNE, Clerk of the County Court of said County, do hereby certify K'- OO O'Clol:k
that the foregoing instrument of writing, dated the-4/1d. day off/ .........
AA.Q.D. 19 �.. f0erk,
19 / O &
with its Certificate of Authorization, was filed for record in my office this .. !.�_�/G...... day of
OP
CoKent Texas
A. D. 19 O. �. at. ...... o'clock.... .' .. M. and duty recorded this 'I„
/`�z M�,
........_,, day o/�r„c-r:.''^--A. D. t9.Q.�...... at..'T�.�20. o'clock.'....c�M. in the
Zl_v ` .(/Records of said County in Volume .... /IF/...... page . �Q. /
Witness my hand and Seal of the County Court of said County at office in Jayton, Texas,
the day and year last written.
CORNELIA CHEYNE
County Court, Kent County, Texas
Oneta Stephens Deputy
THE STATE OF TEXAS
COUNTY OF
718
TEMPORARY WORKING EASEMENT
KNOW ALL MEN BY THESE PRESENTS:
THAT G- . G— _� O.PZ---)
of /Cp /U County, Texas, herein called "LANDOWNER," for and in
consideration of the sum of ONE AND NO/100 DOLLARS ($1.00) and other
good and valuable consideration, to LANDOWNER in hand paid by the
City of Lubbock, a Home Rule Municipal Corporation of Lubbock
County, Texas, the receipt and sufficiency of which is hereby ac-
knowledged and confessed, has by these presents GRANTED, BARGAINED,
SOLD and CONVEYED, and by these presents does GRANT, BARGAIN, SELL
and CONVEY unto the City of Lubbock, its successors and assigns, a
temporary working easement to be used by said City of Lubbock in
connection with surveying, core -drilling and conducting feasibility
studies for the production of water for human consumption and
ingress, regress and egress for such purposes in, upon, over, under,
along and across lands owned by LANDOWNER and described as follows,
to -wit:
SELr��Or.O i�� h1<
��P �A,5
v A- 1
Such working easement shall automatically in all things expire
and ipso facto revert to LANDOWNER herein, his heirs and assigns,
1 f72R,(11$7days following the execution of said working easement by
LANDOWNER`.
TO HAVE AND TO HOLD the immediately above -described premises
together with all and singular the rights and appurtenances in
anywise belonging to the said City of Lubbock for the time and
purposes hereinabove mentioned, together with the rights and
privileges at any and all times prior to the termination of said
temporary working easement to enter said premises or any part
thereof for the purposes and uses herein stated.
It is further understood and agreed that this easement is
executed upon the condition that upon completion of the said
above -described surveying, core -drilling and feasibility studies,
the premises included in the temporary working easement will be
restored to -substantially the same condition as'the--ff"ame`wWre prior
to the execution of said easement, without cost to LANDOWNER, his
heirs or assigns.
WITNESS THE EXECUTION OF THIS INSTRUMENT THIS j DAY OF
. � v n., Q , 1986.
FREESE AND NICHOLS,
INC.
Justiceburg Reservoir Project Engineering
Cost
Estimate
PHASE
TASK -- SUBTASK
CLASS
HOURS
AMOUNT
I 1.
Engineering Coordination
P-1
220
$24,200
E5-1
220
$12,496
2.
Geotechnical Coordination
P-1
106
$11,660
3.
Project Feasibility
P-1
44
$4,840
4.
Cost Estimate Update
E4-1
44
$2,219
5.
Pipeline R.O.W.
E5-1
80
$4,544
6.
Easement Studies
SET-1
185
$8,776
7.
Design Surveys
8.
Design Survey Contingencies
10.
Design Topo Maps (Metro)
Subtotal
899
$68,735
TOTAL PHASE I 1.)
899
$130,216
GEOTECHNICAL SERVICES
(M-J)
TOTAL PHASE I 2.)
$600,000
TOTAL PHASE I
899
$730,216
II 1. Miscellaneous Services
06/06/86
EXPENSES
$1,840
$200
$34,103
$8,525
$16,813
$600,000
a. Surveying Coordination (PSC, hourly) $57,500
b. Topographic Mapping (PSC-L.S.) $49,863
c. Conflict Routings (FN) SET-1 185 $8,776 $100
Subtotal 185 $8,776 $107,463
TOTAL PHASE II 1.) 185 $116,239
2. Land Easement Survey (Wilson, hourly) $553,091
TOTAL PHASE II 2.) $553,091
TOTAL PHASE II 185 $669,330
Page 1
FREESE
AND NICHOLS,
INC.
Justiceburg
Reservoir Project Engineering Cost
Estimate
06/06/86
PHASE
TASK -- SUBTASK
CLASS
HOURS
AMOUNT
EXPENSES
III 1.
Dam Design
General
E4-2
396
$21,269
$500
ET-2
396
$17,396
Civil
E4-2
1,417
$76,107
$500
Et-2
1,012
$44,457
Structural
E4-2
2,033
$109,192
$1,000
SET-2
2,033
$102,707
Review
E6-2
109
$8,126
2.
Raw hater Intake Design
Civil
E4-2
308
$16,543
$500
ET-2
220
$11,114
Structural
E4-2
1,540
$82,713
$500
SET-2
1,540
$77,801
Review
E6-2
82
$6,113
3.
Access Road Design (PSC)
$56,165
4.
Specifications
E4-2
220
$11,816
C-2
55
$1,833
5.
Quantities
E2-2
176
$7,174
$500
SET-2
176
$8,892
6.
Project Management
P-2
229
$26,827
$2,000
E5-2
458
$27,704
E5-2
1,144
$69,201
7.
Quality Review
P-2
26
$3,046
$1,000
E5-2
53
$3,206
E4-2
53
$2,847
S.
Bidding
P-2
28
$3,280
$2,000
E5-2
82
$4,960
Page 2
FREESE
AND NICHOLS,
INC.
Justiceburg Reservoir Project Engineering Cost
Estimate
06/06/86
PHASE TASK -- SUBTASK
CLASS HOURS
AMOUNT
EXPENSES
C-2 220
$7,330
9. Hydraulic Model Study
P-2 35
$4,100
$66,750
E5-2 62
$3,750
$3,700
SET-2 44
$2,223
10. Geotechnical Consulting
(M-J)
$47,610
Subtotal
14,103
$761,729
$182,725
TOTAL PHASE III
14,103
$944,454
IV 1. General Representation
Contract Administration
P-3
104
$12,975
$1,000
E5-3
416
$26,799
E5-3
416
$26,799
SST-3
104
$5,595
C-3
104
$3,691
Shop Drawings
E4-3
182
$10,410
SET-3
504
$27,115
Project Visits
P-3
192
$23,954
$45,120
E5-3
720
$46,382
Subtotal
2,742
$183,721
$46,120
TOTAL PHASE IV 1.)
2,742
$229,841
2. Resident Representation
RE-3
5,200
$265,772
$77,400
RI-3
5,200
$245,336
R2-3
5200
$184,028
Subtotal
15,600
$695,136
$77,400
TOTAL PHASE IV 2.)
15,600
$772,536
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3
FREESE AND NICHOLS, INC.
Justiceburg Reservoir Project Engineering Cost Estimate 06/06/86
PHASE TASK -- SUBTASR CLASS HOURS AMOUNT EXPENSES
3. Laboratory Testing (M-J)
Subcontract $551,026
Contingency a 25% $137,756
Total Testing $688,782
TOTAL PHASE IV 3.) $688,782
TOTAL PHASE IV 18,342 $1,691,159
PROJECT SUBTOTAL 33,529 $1,718,097 $2,317,062
GRAND TOTAL 33,529 $4,035,159
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