HomeMy WebLinkAboutContract 45032-A2 SAO
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R ECSIV�D AMENDMENT NO. 2 TO AGREEMENT
� APR 15 X016 FOR PROFESSIONAL SERVICES
NORTH SERVICE CENTER GEOTECHNICAL INVESTIGATION
1 STATE OF TEXAS
CITY SECRETARY CONTRACT NO. " `'O�
COUNTY OF TARRANT
WHEREAS, The City of Fort Worth and Mas-Tek Engineering & Associates, Inc. (Engineer) made and entered
into City Secretary Contract No. 45032 (The Contract) which was administratively executed in the amount of
$23,500.00; and
WHEREAS, on March 19, 2014, Amendment No. 1 to City Secretary Contract No. 45032 was administratively
executed to provide for an increase to the contract in the amount of $1,000.00 for additional equipment (an atv
boring rig) for the implementation of on-site boring to produce a complete Geotechnical Investigation Report and
an additional increase to the contract in the amount of $5,000.00 for supplemental investigation to the existing
Geotechnical Investigation Report, for a total increase in the amount of$6,000.00; and
WHEREAS, on July 21, 2015, in M&C No. C-27384, the City Council authorized Amendment No. 2 to City
Secretary Control No. 45032 in an amount not to exceed $150,000.00 for materials testing services for the North
Service Center, Phases I and II, Field Operations Services Center;
NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter
into the following agreement which amends the Contract:
1.
Article I, Scope of Services, is hereby amended to read in its entirety as follows:
A. Scope of Services is set forth in Attachment A.
B. Provide additional equipment (atv boring rig) for the implementation of on-site boring to produce a
complete Geotechnical Investigation Report. The fee for these services is $1,000.00 and the scope of
services is described in the Mas-Tek Engineering & Associates, Inc. letter dated November 1, 2013,
Subject: Supplemental Proposal, Proposed North Service Center Fort Worth, Texas, AGG Proposal
No. P13-1102E, attached hereto as Attachment"B" and made a part of this Agreement.
C. Provide supplement Geotechnical investigation to the existing Geotechnical Investigation Report. The
fee for these services is $5,000.00 and the scope of services is described in the Mas-Tek Engineering
& Associates, Inc. letter dated February 5, 2014, Subject: Proposal for Supplemental Investigation,
Proposed North Service Center, Fort Worth, Texas, MTE Proposal No. P14-0203E attached hereto as
Attachment"C" and made a part of this Agreement.
D. Provide Materials Testing Services for the construction of the North Service Center. The fee for these
services is a Not to Exceed amount of$150,000.00 and the scope of services is described in the Mas-
Tek Engineering and Associates, Inc. letter dated February 18, 2015, Re: CMT Testing, North Service
Center, Fort Worth, Texas 76102, Mas-Tek Proposal No. 02-06-C attached hereto as Attachment "D"
and made a part of this Agreement.
2.
Article Il, Compensation, is hereby amended to read in its entirety as follows:
C A. The total compensation for all work to be performed by Engineer pursuant to this Agreement shall be
a fixed fee that shall not exceed $179,500.00.
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Attachment"A" to the Contract is hereby amended to read as follows:
AMENDMENT NO. 2 TO AGREEMENT FOR PROFESSIONAL SERVICES NORTH SERVICE CENTER GEOTECHNICAL
INVESTIGATION: Page 1 of 2
Refer to the attached Mas-Tek Engineers&Associates, Inc, letter dated October 13, 2013 subject
September 25, 2013. If any conflict arises between the Attachments/Exhibits and the Agreement, the
terms of the Agreement shall control.
4.
The document that is attached to the Contract and labeled "Attachment A" is hereby amended to read in its
entirety as set forth in Attachment"A" to this Amendment No. 2 to the Contract.
5.
Attachment"B"to the Contract is hereby amended to read in its entirety as set forth in Attachment"B"to this
Amendment No. 2 to the Contract.
6.
Attachment"C"to the Contract is hereby amended to read in its entirety as set forth in Attachment"C" to this
Amendment No. 2 to the Contract.
7.
The Contract is hereby amended to add Attachment"D"to read in its entirety as set forth in Attachment"D"to this
Amendment No. 2 to the Contract.
8.
All other provisions of this Contract which are not expressly amended herein shall remain in full force and effect.
/ e
EXECUTED this the f day of 2016, in Fort Worth, Tarrant County, Texas.
Mas-Tek E ring Associates, Inc. APP D:
By: By:
Steve Mason Jesus J. Chapa
President Assistant City Manager
AP O L RECD E DED: RECORD D: ®
�$
By: By:
a o
G4A6 t (5ooke, Di for Vary J. 1°Q0O000001)0 +
Property Management Department City Secret ry
APPROVED AS TO FORM AND LEGALITY:
Contract Authorization:
By: 21364
Richard McCracken M&C: C-&#S E
Assistant City Attorney Date: 7/21/15
Form 1295 Certification: .?-&1(0-40340$
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
AMENDMENT NO.2 TO AGREEMENT FOR PROFESSIONAL SERVICES NORTH SERVICE CENTER GEOTECHNICAL
INVESTIGATION: Page 2 of 2
ATTACHMENT "A"
MAS-TEK Engineering
& Associates, Inc.
September 25, 2013
Mr. Ronald Clements, AIA
City of Fort Worth
Transportation and Public Works
401 West 13ti' Street
Fort Worth, Texas 76102
Phone: (817) 392-8014
Email: Ronald.Clements @fortworthtexas.gov
Re: Proposal for Geotechnical Investigation
Proposed North Service Center
Fort Worth,Texas
MTE Proposal No. P13-0915E
Dear Mr. Clements,
We are pleased to submit this proposal for geotechnical engineering services for the project
referenced above.This proposal includes a description of the project, scope of work, and fee.
PROJECT DESCRIPTION
The project consists of a proposed new North Service Center in Fort Worth, Texas to be located
at the northwest intersection of Shire Meadow Drive and Hillshire Drive. We understand that
Shire Meadow Drive and Hillshire Drive will be new developing streets leading towards the new
North Service Center. We understand that the North Service Center will consist of an
administration building, gate house building, fuel pump station, cover storage, a storm water
detention pond, lay-down area and associated paving areas. The administration building has an
approximate plan dimension of 16,000 sf. The fuel pump station will consist of eight (8) fuel
pumps. The lay-down area has an approximate area of 7.4 acres and will consist of a truck
wash-out area and covered storage area. There will also be two (2) detention 1 bioswale ponds
along the south limits of the lay-down area. The paving areas will consist of concrete pavement
with the exception of the lay-down area where it will be paved with road base.
SCOPE OF WORK
The geotechnical investigation performed for the referenced project will consist of field and
laboratory investigations, engineering analysis, and a report preppred by a Registered
Professional Engineer,
Geotechnical Consulting & Materials Testing
5132 Sharp Street Dallas,Texas 75247 972 709-7384
y
Proposed North Service Center MAS-TEK En�neering
Fort Worth, Texas &Associates,Inc.
MTE Proposal P13-0915E
September 23, 2013
Page 2
FIELD INVESTIGATION
The field investigation will consist of drilling twenty-four (24) test borings (Borings B-1 thru B-24)
for the proposed service center. The location of the borings and termination drilling depth are as
follow:
• Borings B-1 & B-2 are located in the Stormwater detention pond at the southwest
corner of the project site. Borings B-1 & B-2 will terminate 10 feet below the bottom
of pond. The pond is approximated to be 20 feet deep, therefore borings B-1 & B-2
will drilled to depths of 30 feet.
• Borings B-6 & B-8 are located at the gate house building at the southeast corner of
the project site. Borings B-6& B-8 will be drilled to depths of 25 feet or until 5 feet of
unweathered rock is penetrated, whichever is shallower.
• Borings B-12 thru B-15 are located at the corners of the proposed administration
building. Borings B-12 thru B-15 will be drilled to depths of 25 feet or until 5 feet of
unweathered rock is penetrated, whichever is shallower.
• Borings B-19 thru B-21 are located along the fuel pump stations. Borings B-19 thru
B-21 will be drilled to depths of 30 feet below the existing ground surface.
• Boring B-22 is located at the northeast corner of the Lay-Down Area at the covered
storage. Boring B-22 will be drilled to depths of 25 feet or until 5 feet of
unweathered rock is penetrated, whichever is shallower.
• Borings B-3 thru B-5, B-7, B-9 thru B-11, B16 thru B-1 B, B-23 & B-24 are pavement
borings located throughout the project site. These borings will drilled to depths of 10
feet below the existing ground surface.
Subsurface soil samples will be secured with thin walled tube and/or split spoon samples
depending on soil type and consistency. Rock encountered in the borings will be evaluated
using the Texas Department of Transportation Penetrometer (TxDOT Cone). All samples will be
properly logged, packaged, sealed, and placed in a core box for transportation to the laboratory.
Mas-Tek Engineering &Associates assumes that the client has the right-of-entry to the property
and that the boring locations will be accessible to our conventional truck mounted drilling
equipment during normal working hours, Should unusual soil conditions be encountered, we will
call you with a recommendation and cost estimate to explore these unusual conditions.
'
Proposed North Service Center 1 �
Mas-TW Incertr�
Fort Worth, Texas &asaoGates,tiu.
MTE Proposal P13-0915E
September 23, 2013
Page 3
Mas-Tek Engineering & Associates will contact Dig Tess and the City of Fort Worth Water
Utilities to have them locate underground utilities. However, Mas-Tek is not responsible for
damage to underground utilities that are not identified prior to drilling.
Laboratory Investigation
Laboratory tests will be conducted to classify the soil and to evaluate the volume change
potential and strength of the soil and rock present at the site. Soil classification tests will consist
of Atterberg limits (plasticity index), moisture content, and dry unit weight. The volume change
potential of the soils will be evaluated by swell tests. The strength of the soil will be estimated
using hand penetrometer strength testing and unconfined compressive strength tests. Hydraulic
conductivity test will be performed to evaluate the permeability rate of the soil at the detention
pond. Atterberg / lime series testing along with soluble sulfate testing will also be performed in
order to estimate the optimum amount of hydrated lime required for stabilization.
Engineering Analyses
Results of field and laboratory work will be presented in an engineering report. The report will
include our recommendations to guide design and construction of the foundations and will
include the following:
1. Plan of borings, boring logs, water level observations, and laboratory test results.
2. Foundation recommendations for the proposed structures.
3. Comments on the presence and effect of expansive soils on slab-on-grade construction will
be provided. Alternative methods of reducing any anticipated shrink/swell movements
associated with expansive clays will be included for slab-on-grade construction.
4. Subgrade preparation and concrete pavement thickness recommendations for new parking
areas and driveways based upon traffic data provided by client
5. Subgrade preparation and flex base thickness recommendations for the Lay-Down Area
based upon traffic data provided by client.
6. Recommendations for site grading and compaction of earthwork will be presented.
GEOTECHNICAL FEES
Based on the proposed scope of work, we will provide the geotechnical investigation for a lump
sum fee of$23,500.00.
4
Proposed North Service Center Mws TEK Engineering
Fort Worth, Texas &Assaciates,inc.
MTE Proposal P13-0915E
September 23, 2013
Page 4
TERMS AND CONDITIONS
If this proposal meets with your approval, please sign below to authorize Mas-Tek Engineering
& Associates to perform the work. We look forward to working with you on this project. Please
contact us after reviewing our proposal if you have any questions.
Sincerely,
MAS-TEK ENGINEERING &ASSOCIATES
r arr
Weo nsu nt
ACCEPTED B Y:
Name Date
Title
W-.11
_ � � .tea'.. �•:\
k4 11 I e
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M4,
ATTACHMENT "B"
01K
MAS-TEK Engineering
& Associates, Inc,
November 1, 2013
Mr. Ronald Clements, AfA
City of Fort Worth
Transportation and Public Works
401 West 13'h Street
Fort Worth, Texas 76102
Phone: (817) 392-8014
Email: Ronald.Clements@fortwortlitexas.gov
Re: Supplemental Proposal
Proposed North Service Center
Fort Worth, Texas
AGG Proposal No. P13-1102E
Dear Mr. Clements,
The current site conditions are wet and soft. The rough terrain and wet condition is not practical
for the use of a conventional truck rig. Therefore, an All Terrain Vehicle (ATV) Drilling Rig will be
required at this site to perform the drilling. The additional costs associated with using an ATV
drilling rig in lieu of a truck mounted drilling rig for this project is $1,000. If this proposal meets
with your approval, please sign below to authorize Mas-Tek Engineering to perform the work
utilizing an ATV Buggy drilling rig. We look forward to working with you on this project.
Sincerely,
MAS-TEK ENGINEERING & ASSOCIATES
Mark Farrow, P. ve Mason
Geotechnical Consultant resident
/ACCEPTED BY:
Name _ Date
Title
Geotechnical Consulting & Materials Testing
5132 Sharp Street Dallas,Texas 75247 972 709-7384
ATTACHMENT "C"
MAs-TEK Engineering
& Associates, Inc.
February 5, 2014
Mr. Ronald Clements, AIA
City of Fort Worth
Transportation and Public Works
401 West 13rr' Street
Fort Worth, Texas 76102
Phone: (817) 392-8014
Email: Ronald.Clements @fortworthtexas.gov
Re: Proposal for Supplemental Investigation
Proposed North Service Center
Fort Worth, Texas
MTE Proposal No, P14-0203E.
Dear Mr. Clements,
We are pleased to submit this proposal for supplemental geotechnicai investigation services for
the project referenced above. This proposal includes a description of the project, scope of work,
and fee.
i
PROJECT DESCRIPTION
The project consists of the proposed new North Service Center in Fort Worth, Texas at the
northwest intersection of Shire Meadow Drive and Hillshire Drive. Mas-Tek previously
performed a geotechnicai investigation (M T E Project No. E13-1013 dated January 17, 2014) for
this proposed project. We understand that additional information is required by the design team
for the proposed retaining wall and swap building to be located west of the proposed gate
house. We understand that the proposed retaining walls will be approximately 6 feet tall.
However, only shallow borings were drilled in the proximity of these structures during the
original geotechnicai investigation. Additional deeper borings are recommended to be drilled in
order to provide the design information the design team is requesting.
SCOPE OF WORK
The geotechnicai investigation performed for the referenced project will consist of field and
laboratory investigations, engineering analysis, and a report prepared by a Registered
Professional Engineer.
I
i
Geotechnieal Consu5ting & Materials Testing
5132 Sharp Street Dallas,Texas 75247 972 709-7384
Supplemental Investigation
Proposed North Service Center M&As date ,Inc,
&Associates,Ivfc.
Fort Worth, Texas
MTE Proposal P14-0203E
February 5, 2014
Page 2
FIELD INVESTIGATION
The field investigation will consist of drilling two (2) test borings (Borings B-25 & B-26) at the
location of the proposed retaining walls and swap building. The borings will be advanced until
10 feet of unweathered rock is penetrated, Unweathered rock is anticipated to be encountered
at a depth of 15 feet below existing grade, therefore borings B-25 & B-26 are anticipated to be
terminated of 25 feet.
Note : If unweathered rock is encountered at average depths of greater than 15 feet,
additional drilling footage will be required in order to achieve the required
penetrations into unweathered rock
Subsurface soil samples will be secured with thin walled tube and/or split spoon samples
depending on soil type and consistency. Flock encountered in the borings will be evaluated
using the Texas Department of Transportation Penetrometer (TXDOT Cone). All samples will be
properly logged, packaged, sealed, and placed in a core box for transportation to the laboratory.
Mas-Tek Engineering assumes that the client has the right-of-entry to the property and that the
boring locations will be accessible to our conventional truck mounted drilling equipment during I
normal working hours. Should unusual soil conditions be encountered, we will call you with a
recommendation and cost estimate to explore these unusual conditions.
I
Mas-Tek Engineering will contact Dig Tess and the City of Fort Worth Water Utilities to have
there locate underground utilities, However, M"I-E is not responsible for damage to underground
utilities that are not identified prior to drilling
I
Laboratory Investiciat ion
Laboratory tests will be conducted to classify the soil and to evaluate the volume change
potential and strength of the soil and rock present at the site. Soil classification tests will consist
of Atterberg limits (plasticity index), moisture; content, and dry unit weight. The volume change
potential of the soils will be evaluated by swell tests. The strength of the soil will be estimated
using hand penetrometer strength testing and unconfined compressive strength tests.
Engineering Analyses
Results of field and laboratory work will be presented in an engineering report. The report wll',
include our recommendations to guide design and construction of the foundations and will
include the following:
1. Plan of borings, boring logs, water level observations, and laboratory test results.
2. Straight shaft pier recommendations for the prroposed swap building.
3. Straight shaft pier recommendations for the proposed retaining walls.
i
1
i
ATTACHMENT "D"
MIE
Emma
ENGINEERING
February 18,2015
City of Fort Worth
401 W. 136 Street
Fort Worth,TX 76102
Attention:Mr.Ronald Clements
Re: CMT Testing
North Service Center
Fort Worth,Texas 76102
Mes-Tek Proposal No.02-06-C
Mas-Tek Engineering&Associates is delighted to submit this estimate of frees for Construction
Material Testing Services on the above refermced project.This estimate is based on a Do Not
Exceed project plans and specifications.Do not limit the following,we anticipate:
• Observation and testing of site earthwork and backfill
• Laboratory testing of soils and other materials
• Concrete sampling and testing
Estimated budget.............................................$150,000.00
We appreciate the opportunity to serve you. If you have any questions do not hesitate to
contact our office.
Sincerely yours,
Nips-'-ek-1;`ffg—inr e.m. r&Associates,Inc.
Ali I14aleko ti,P.E. Me Mason
Sew Pr�Je Nlltnta President
Confirmed/Agreed to this day of ,2014
Company, By,
GeobuhnbW o WWfiq s.rwke*--a=kwnm a99ft Fa&aoiac ImpftOw&raft Sovim
eiaz sharp street Mas,Tx 75247 Ph. BY2-10e-7304 FX.972-709-7385
I
FEE SCHEDULE
For Developer Construction Material Testing and Geotechnical Borings
Concrato
Co cession Test Cylinders Min.4 er set each $l6.00
Air Content/Slum /Tem erature/Next Day Cylinder Pick up,hour $41.50 (Min 3 bouts)
vehicle Chaw in case of usage $37.00
Flexural Beams each $30.00
***Coring 0"DIA to 6"depth 4/trip) ***$59.00 (Min 4 per trip)
r add inch$6.35
T'CoFing for do th isolation to 6"each additional inch $42.00 (Min 4 ptrtrip)
Thickness Measurement,each $9.00
Patching of Core Holesieach
Coring Technician Time,hour $41.50
Flexural Test of Beams each S3D.Q0 _
Compressioo Tes each _
-Swing and/or Cu i Cows&Cylinders.each $60.00
Compression Test of Cores each
Compression Test admen Hold
Mix Design Review,each -- — - - $105.00
Mix Design Formulation w/Aggregnte'rests Include Specific Oravity/Slovc $580.00
Analysis/Unit WT 200 each
Additional Mix Design Utilizing Above Mix Au---
is,-each -_•. 1210.00
Mix Design Formulation Revision,each _ __ $210.00 _
Engineering Tech("ICBT)for Quality Assurance tvlanitoring of Onsite Work, $48.00
hour _
Pre m•Reinforcing Steel Placement ins ectien hour $41.50
Sari lit for In lab Test;hour $42.00
Equipment C N/C
Minimum vehicle a $37.00
Batching Mix Design in Preparation for Making Lab Confumation Cylinders $41.50
or Beams hour
Batch Plant Observation Supporting Concrete Placerneat hour $48.00
Concrete Flatness,Sq.Ft, por sq.ft,$0.02
min.$530.00
Cextifted Welding Int��ector,hour $65.0_0 _
Field Gradation Fq!illmie_nt,test N/C
Slump Test,each hiclude in'I'achnicinn
time
*•Includes Cost of Technician Time Coring and Patching Core Holes
Page 1 of 5
FEE SCHEDULE
For Developer Construction Material Testing and Geotechnical Borings
++Dmai Nuclear Method,hour ++$49.00
Core In Place Deaft gash
Coring HMAC Technician Time,hour _
Core Depth Measurement core _ $59.50 (Min 4116p)Patchin Cora Hole& ach
Min Vehicla Charge
4"DIAJ6"Dr, tlt core $45.00 _
Each Additional Inch Inch _- $6.50 -
***Ro lling Pattern Nuclear Gauge,hour ._ **'�$49.00
Nuclear Meistore benslt Gauge,day _ Included in rate _
l xtraction and Oradalion,each $180.00
Lab Density,each $45.00 _
Stability Test each $170.00
Maximum Specific Gravity,each _ $78.00
Disposal Fee N1C
Batch Plant Hot Bin Analyxist each — _ _ —T $58.00
Matorial Som Ihi*For In Lab Tests,hour $42.00
#**Includes Gauge Chatge
!+First hour and half$170.00 any additional time after that is$49.00 per
hour,(includes Technician Thee,Mobilization,Vehicle,Tlip and Gauge
Page 2 of 5
FEE SCHEDULE
For Developer Construction Material Testing and Geotechnlcal Borings
Professional --
Chief E iaeer/Scientist,hour $150.00
Senior Technician,hour $50.00
Senior Project inear/Professiona]En rower,hour �_ $130.00
hrof act I:n�;ie]e_er/Scia►utstlGeologist,hour $110.00
Graduate Engineer/P%ject Manager,hour _ $90.00
StaffScieuti-VOeolo�isVEnglneer,hour _ $90.00
Project Inspector,hour _ $40.00
Clerical,hour $341.00
Drafter,hour $40.00
Enoneering Technician,hoiu ---- --- $41.50 --
ftinecring and Report Review,hour $105.00
Page 3 of 5
FEE SCHEDULE
For Developer Construction Material Testing and Geotechnical Borings
Geetochnical
Undisturbed Soil Sample,each -�- _ $17,00 (txrft.)
VisualClassilicatiun each $12.00
Classification ASTM D-2487,each $105.00
Spiro le Wrusion each _ N/A `
Sample Preparation,ear3t $10.00 -
Afterburg Limits RAW PI each $52.00 __..
Soil w/Additive each T S55.00
Bar Lineal Shrinkage,each _ $20.00
Moisture Density Relationship(Proctor) $150.00
Standard(ASTM D-698),each _
Moisture Density Relationship(Proctor) $179.00
Modified ASTM D-1517 each
THD 113E,each - S190.00
_Unit Weight,each _ $30.00
Unit Weight(Dry Rodded),each __^ _ _ $30.00
200 Sieve Analysis,each _ _ _ $34.00
LaboLatorX Moisture Content,each 58.50
Sieve Analysis(Fine Aggregate),each _ $62.00
Sieve Analysis(Large ANnrVrte),each _ $62.00
Sieve Ana! sis(Finerthan200Sieve),each _ $35.00
Lime or Cement Series Determination(5 points),each _ $275.00
Optimum Lime Content,each _ _ _. $215.00
pH Series 6 oints each _ _ __. $215.00
Specific Gravity,each _ _„ $45.00
Absorption,each $25.00
Los Angeles Abrasion(Large AR tc each _ _ $235.00
Los Angeles Abrasion(Small Aggregate),),each $215.00
Texas Wet Ball Mill,each _ _ $175.00 _
Gradation(Lime or Cement Stabilized),each ++$49,00/Hr
Limed Soil Depth Measuremen each
++In Place Moisture Denser(Nuclear Method Technician),hour ++349.00
Grain Size/lnnlys is(Mechanical and I lydrowe!ur),each $155.00
Unconfined Compression Test Including Moisture,each $35.00
Unconfined Cam ression Test Soil,each $38.00 v __
Unconfined Co rvsssion'I esl Rock,each $48.00 _
Confined Com esslon Test UU,each 104.00
Triaxia)Teat Unconsolidated Undrained eci $85.00
Triaxial Test Multi&Sta e s e $335.00
Triuxiul Consolidated�U_ndrained_w/Pore Pr'essur'e Measurement,swi $675.00
Triaxial Consolidated DrainedMultiple Stage,stage $675.00
Trinxial Consolidated brained Single Sta e,sta a $335.00
Trinxial Consolidated Drained Three Sta e,stage $800.00
Consolidated Test oach _ $375.00
Direct Shear Consolidated Drained Sand&Giuvei point $225.00
Direct Shear Consolidated Drahied Silt&Clay,point $375.00
Direct Shear Consolidated Uadrained Sand&Gravel point $200.00
Direct Shear Consolidated Undrained Silt&Clay,point $225,00 _
California Bearing Ratio each _ _ $275.00
Page 4 of 5
FEE SCHEDULE
For Developer Construction Material Testing and Geotechnlcal Borings
1135 Triaxiai,each $840.00
Percent Swell,each ----- - 90.00
Permoabilily Test Fall -lea fir each ;
_ _ ......, ,.. $225.00
Petmeability Test Triaxial each $325,00
Permeability Test Flux Wall,each $325.00 ...__
Permeability'Pest Fixed Wall each - ` 'S225.00
Permeability Test C14y Soils each $310.00 -
Permeability Test Granular Soils each $275.00
Permealafty Test pressure Head w/Beck Pressure Saturation,each _ $375.00 _
Electrical Resisdvi ,TIED Method,each $105.00 -
Truck Mounted Mobilization,mile and trip Mile-$4.00
Trip-$350.00
Buggy/Ave Mounted,mile and trip - Mile-$6.00
Trig-$475,00 _
Per Diem Per Man,day $100.00
Intermittent Soil Sampling w/Truck(oj 5' Jutervals 0-25'Depth,foot _ $12.00
Intennittent Sail SarO 1 w/lruck 4 5'Intervals 25-50'Depth,foot _ $13.50
Intermittent Soli Samplingw/Truek(a)5'Intervals 50-100'Depth,foot_ $16.00
Continuous Soil Sampling w/Truck O-J O'De�h,foot _ _ $16.00
Intermittent Soil Sampling w/ATV @ 5 intervals 0-25'Deptli,toot - $13.00
Intermittent Soil SamQlin; w/ATV @ 5'Intervals 25-50'Depth,foot $14.50
Intermittent Soil Sampling w/ATV{cr)5'Intervals 50-100'Depth,.foot $17.00
Continuous Soil Sampling w/ATV 0-10'Depth,foot _ $15.00
Continuous Soil Sarrr ling w/ATV 10-50'Depth,.foot $19.00
Au Me Drilling Without Sample,foot $10.00
Rock Coring w/NX Size,Core Barrel 0-25'Depth Carbide Bi&fool $25.00
Rock Coring w/NX Size Cure Barrel 25-50'Depth Carbide Bit,hoot $27.00
Rock Coring w/NX Size Core Barrel 50-75'De th Carbide Bit foot $29.00
Rock Cori w/NX Size,Core Barrel 75-100'Depth Carbide Bil.foot $31.00
Rock Cori w/NX Size,Core Barrel 50-75'De tb Diamond Bit foot $33.00 _
CME 5'Continuous Sampler 0750'Depth,run $16.00 Per FT.
Stand 13y or Access Time,hour $200.00
Drilling w/Auger Rig,hour____ $150.00 _
Minimum brill Fee
Post Injection Sub-grade Evaluation Per Boring Tneluding Moistwe and Free 5575.00
Swell Detormbtation _
Minimum,Post Injection Cha a $1100.00
Field Time Engineer.hour _ $105.00 _
*t*Includes Gauge Chatgo -
+t-First hour and half S l 70.00 any additional tine after that is$49.OD per
hour,(includes Technician Time,Mobilization,Vehicle,Trip and Gauge
Charge). ....... _
Page 5 of 5