ST0501-CN111026Flim
iLexas CMT Inc.
GEE Consultants,
10044 Monroe Drive 0 Dallas, Texas 75229 # (214) 352-6957 - Fax (214) 352-6972
W �11
October 26, 2011
RE: Proposal No. 211.1005
Deforest Road Reconstruction
MacArthur Boulevard to Windsor Estates
Coppell, Texas
Dear Mr. Marshall:
Compaction Laboratory Testing
ASTM D698 Moisture Density Relationships
2 tests 4 $185.00 per test ........................................... $370.00
Atterberg Limits Test
2 tests Oa
, $56.00 per test ............ I ............................ $112.00
City of Coppell October 26, 2011
Percent Passing a No. 200 U.S. Sieve Test
2 tests ((,u
, $31.00 per test ................. ........................ $62.00
Total Laboratory Testing ............................................ $544.00
Field Density Testing
Sampling Natural Soils
2 Hrs. (a� $46.00 per hour ............................................ 592.00
In-Place Moisture Density Tests
(minimum 3 tests per trip)
10 tests g $43.00 per test ........................................... $430.00
Trip Charges
4 trips C& $42.00 per trip (4 hours or less) .............................. $168.00
Total of Mass Grading Field Compaction Testing and Observation .......... $690-00
Total for Lab and Field Mass Grading Compaction Testing ......... ..... $1,234.00
11 llilli
Ili
A. Sub rade
Laboratory Testing
Moisture Density Relationships
3 lime treated tests 4 $195.00 per test ................................. $585.00
Atterberg Limits Test( Including Periodic Tests per
Geotech. Report and Those Necessary for Cement Series)
12 tests (a-) $56.00 per test ........................................... $672.00
Percent Passing a No. 200 U.S. Sieve Tests( For Cement Series)
3 tests (� -1
,) $3 1.00 per test ............................................. $93.00
Cement Series Test
I test (� $200.00 per test ........... ........ ................. $200.00
Texas CNIT, Inc. Proposal No. 2111005
Page 2
City of Coppell October 26, 2011
Soluble Sulfate Tests (approximately I test per 250 lineal feet)
13 tests (&
, $54.00 per test ........................................... $702.00
Total Laboratory Testing ......................... ........ ........ $2,252.00
Field Testing and Observation of Compaction Operations
Sampling and Gradation Testing of Lime Treated Soils
(Gradation tests every 2501f, Based 2 Hours per 11 Phases Plus MacArthur)
24 Hrs. (qD $46.00 per hour ......................................... $1,104.00
In-Place Moisture and Density Tests (based on I test per
approximately 2,500 square feet, 175 lineal feet per direction,
minimum 3 tests per trip)
Deforest Rd- 18 Tests-N. Side
Deforest Rd- 18 Tests-S. Side
MacArthur Blvd.- I Test E. Side, I Test W. Side
Hand-Placed Deforest Intersections/Alley Patches- 12 Tests
Driveway Approaches- 3 Tests
53 tests C� $43.00 per test .......................................... $2,279.00
Trip Charges
28 trips g $42.00 per trip (4 hours or less) ....... ............ ... $1,176.00
Total of Field Testing and Observation ............................... $4,559.00
Total of Lime Treated Earthwork Testing for Pavement .................. $6,811.00
Laboratory Testing
ASTM D698 Moisture Density Relationships
3 tests Ccv $185.00 per test ........................................... $555.00
Atterberg Limits Test
3 tests C& $56.00 per test .............. ........ ....... $168.00
Percent Passing a No. 200 U.S. Sieve Test
3 test
� $31.00 per test .............................................. $93.00
Texas CMT, Inc. Proposal No. 2111005
Page 3
City of Copped October 26, 2011
Total Laboratory Testing ............................. ........ $816.00
Field Testing
Concrete Mix Observation (assumes 8 testing trips for Type I inlets/extensions,
I trip for manhole testing, I for drop inlets, and I for pole foundation piers)
33 Hrs. � $46.00 per hour .......................................... 1,518.00
Compressive Strength Concrete Cylinders (with observation)
44 tests 4 $26.00 per test ........... ............................... $1,144.00
In-Place Moisture Density Tests (based on I test per 300 L.F.,
assumes 10 trips, minimum 3 ) tests per trip)
57 tests C&, $43.00 per test (minimum of 3 tests per trip) .................. $2,451.00
Trip Charges
21 trips g $42.00 per trip (4 hours or less) ............................. $882.00
Total of Field Testing and Observation ............................... $5,995.00
Total for Storm Drain Testing ....................................... $6,811.00
Laboratory Testing
ASTM D698 Moisture Density Relationships
3 tests (d) $185.00 per test ............................. ............ $555.00
Atterberg Limits Test
3 tests (c� $56.00 per test ............................ .............. . $168.00
Percent Passing a No. 200 U.S. Sieve Test
3 test $31.00 per test ............... ............................... $93.00
Total Laboratory Testing ...................................... .. . . $816.00
Field Testing
Concrete Mix Observation (Assumes 6 testing trips for TxDOT RW 1 footing placements.
12 testing trips( approximately 100 LF per trip) for TxDOT RW I stem wall placements, 5
testing trips for TxDOT 0411 wall placements, 7 north side sidewalk placements, 6
placements for 5 feet wide integral sidewalks, 15 trips( approximately 100 LF per trip) for
8 inch intearal retaining walls)
t,
Texas CNIT, Inc. Proposal No. 2111005
Page 4
City of Copped October 26, 2011
120 Hrs. (a $46.00 per hour ........ ................. .............. 5,520.00
Compressive Strength Concrete Cylinders (with observation)
160 tests $26.00 per test
(o) ......................................... $4,160.00
,
In-Place Moisture Density Tests (based on I test per 300 L.F.,
assumes 10 trips, minimum ) 3 tests per trip)
44 tests � $43.00 per test (minimum of 3 tests per trip) .................. $1,892.00
Trip Charges
49 trips (a-)
,, $42.00 per trip (4 hours or less) ............................ $2,058.00
Total of Field 'Testing and Observation .............................. $131,630.00
Total for Retaining Wall/Sidewalk Testing ........................... $14,446.00
V. REINFORCED CONCRETE PAVEMENT
Observation of Concreting (assumes 13 trips for testing 8 inch pavement, I trip for 6 inch
stamped median, and 8 trips for hand placement)
concrete placements)
131 Hrs g $46.00 per hour ....................................... $6,026.00
Compressive Strength Concrete Cylinders (with Observation)
(Based on I set of ") cylinders per 100 cy)
140 tests @ $26.00 per test ......................................... $3,640.00
Trip Charges
9 trips (a,) $42.00 per trip (4 hours or less) .............................. $378.00
13 trips (�,) $50.00 per trip (Over 4 hours) ............................... $650.00
Total of Concrete Pavement Observation and Testing ................... $10,694.00
Based on the assumptions our total estimated fee to perform the aforementioned tests and services
is detailed above. It should be noted that this proposal is based on the estimated number of tests and
quantities mentioned in this proposal and not a lump sum price. The construction sequence or job
conditions may require more or fewer testing or observation. Only work which is actually performed
will be charged for and all charges will be in accordance with the corresponding unit fees quoted in
this proposal or our Schedule of Fees.
Texas CMT, Inc. Proposal No. 2111005
Page 5
City of Coppell October 26, 2011
We understand we have been selected for this project and therefore, when providing this estimate,
we are not in violation of laws governing procurement of professional engineering services with
public entities.
If this proposal is acceptable to you, please sign the enclosed copy, along with the Agreement for
zn
Materials Engineering and Related Construction Observation and Materials Testing Services, and
mail it to us at your earliest convenience.
We trust the information provided herein is sufficient for your use. Should you have any comments
and/or questions, please do not hesitate to contact us. We are looking forward to working with you.
Sincerely,
Texas CMT, Inc.
Mo i4arah�nan, M.S.C.E., P.E.
WM2MhTA=
MR:RWC)r/de
Enclosure
Richard W. Gee, P.E.
President
Texas CNIT, Inc. Proposal No. 2111005
Page 6
AGREEMENT FOR MATERIALS ENGINEERING AND RELATED CONSTRUCTION
OBSERVATION AND MATERIALS TESTING SERVICES
THIS AGREEMENT is by and between:
City of Coppell
Attn.: Mr. George Marshall, P.E.
Engineering Department
255 Parkway Blvd.
P.O. Box 9478
Coppell, Texas 75019
hereinafter called CLIENT and Texas CMT, Inc., a Texas corporation, hereinafter called Texas CMT, who agree as
follows:
1. DECLARATIONS. CLIENT desires to engage Texas CMT to provide Materials Engineering and related
construction observation and materials testing services in connection with CLIENT's project ( "THE PROJECT ")
described as follows:
Deforest Road Reconstruction
MacArthur Boulevard to Windsor Estates
Coppell, Texas
Texas CMT has submitted a fee schedule to CLIENT, a copy of which is attached hereto and made a part hereof
as Exhibit "A ", for Materials Engineering and related construction observation and materials testing services,
which fee schedule is acceptable to CLIENT.
2. SCOPE OF WORK. Texas CMT shall provide Materials Engineering and related construction observation and
materials testing services for THE PROJECT in accordance with the accompanying proposal "scope of services"
made a part hereof as Exhibit `B" and the "terms and conditions" set forth on the back of and made a part of this
Agreement.
EXECUTED THIS �t-�k- day of J)pC 2 mL 2011.
CLIENT Texas C I c.
By: \4 : By. W
Title: Q Title: President Date:
TO BE COMPLETED BY CLIENT FOR PAYMENT OF SERVICES:
Firm:
Address:
City , State Zip Code: Phone No.
Attention: Title:
Invoice to the Account of:
FOR APPROVAL OF INVOICE(S):
If the invoice is to be mailed for approval to someone other than the account charged, please indicate where to mail
the invoice in the space below.
Firm:
Address:
City , State Zip Code: Phone No.
Attention: Title:
PERSON OR FIRM TO ACT AS CLIENT'S REPRESENTATIVE WITH RESPECT TO Texas CMT'S SERVICES:
Client's Representative:
Person or firm authorized to schedule observation and testing:
PERSONS OR FIRMS AUTHORIZED TO RECEIVE COPIES OF Texas CMT'S OBSERVATION AND TEST REPORTS:
TERMS AND CONDITIONS TO AGREEMENT FOR MATERIALS ENGINEERING AND
RELATED CONSTRUCTION OBSERVATION AND MATERIALS TESTING SERVICES
\R I ICU i I. SERVICES: Texas CMT will:
be required to conduct the sampling, testing or inspection of operations
1.1 Act for CLIENT in a professional manner, using that degree of care and skill
covered by the Agreement.
ordinarily exercised by and consistent with the standards of the profession
practicing in the same or similar locality of THE PROJECT site.
3.4 This Agreement may be terminated by either party on ten (10) days written
notice or by mutual agreement. If this Agreement is terminated by either
I ' Provide only those services that, in the opinion of Texas CMT, lie within the
party, Texas CMT shall be paid in full for all services performed through the
technical and professional areas of expertise of Texas CMT and which Texas
termination date, and the CLIENT shall be provided with a complete report of
CMT is adequately staffed and equipped to perform.
the results of test and analysis conducted prior to termination.
1.3 Perform all technical services under the general direction of a Registered
3.5 Neither CLIENT nor Texas CMT may delegate, assign, sublet or transfer his
Professional Engineer and in substantial accordance with the basic re-
duties or interest in this Agreement without the written consent of the other
qUirements of the appropriate Standards of The American Society for Testing
parry.
and Materials, where applicable, or other standards designated by CLIENT.
3.6 The only WARRANTY made by Texas CMT in connection with its services
1.4 Promptly submit formal reports of all tests, inspections and services per-
per - formed hereunder is that it will use that degree of care and skill as set forth
firmed indicating where applicable, compliance with THE PROJECT
in Article 1.1 above. No other WARRANTY, expressed or implied, is made
specifications or other contract documents. Such reports shall be complete
or intended for services provided hereunder or furnishing oral or written
and factual, citing the tests performed, methods employed, values obtained,
reports of findings made.
parts of the structure or PROJECT area involved.
Employ testing machines which have been calibrated within a period not
exceeding twelve months from the time of use by devices of accuracy
traceable to the National Bureau of Standards of the United States
Department of Commerce and , upon request, submit to CLIENT, or his
authorized representative, documentation of such calibration.
t. Consider all reports to be the confidential property of CLIENT, and distribute
reports only to the persons, organizations or agencies specifically designated
in writing by CLIENT or his authorized representative.
1.7 Retain all pertinent records relating to the services performed for a period of
t i ve years following submission of the report, during which period the records
will be made available to CLIENT at all reasonable times.
2. CLIENT'S RESPONSIBILITIES: CLIENT or his authorized
representative will:
I Provide Texas CMT with all plans, specifications, addenda, change orders,
ap- proved shop drawings and other information for the proper performance
of Texas CMT.
?.'_ Issue authorization in writing, giving Texas CMT free access to THE
PROJECT site, and to all shops or yards where materials are prepared or
stored.
2.3 Designate in writing a person or firm to act as CLIENTs representative with
respect to Texas CMT's services to be performed under this Agreement; such
person or firm to have complete authority to transmit instructions,. receive
information and data, interpret and define CLIENTSs policies and decisions
with respect to THE PROJECT and to order, at CLIENTs expense, such
technical services as may be requested by Texas CMT.
Designate in writing those persons or firms who are authorized to receive
copies of Texas CMT's inspection and test reports.
ARTICLE 4. INSURANCE:
4.1 Texas CMT shall secure and maintain throughout the full period of this
Agreement sufficient insurance to protect it adequately from claims under
applicable Workmen's Compensation Acts and from claims for bodily injury,
death or property damage as may arise from the performance of services under
this Agreement. Texas CMT will, upon request, file certification of such
insurance coverage with CLIENT or his authorized representative. Within the
limits and conditions of such insurance, Texas CMT agrees to indemnify and
save CLIENT harmless from and against any loss, damage, or liability arising
from any negligent acts by Texas CMT its agents, staff and consultants
employed by it. Texas CMT shall not be responsible and CLIENT shall
indemnify Texas CMT for any loss, damage or liability arising from any
negligent acts by CLIENT, its agents, staff, and other consultants employed
by it, and any claim asserted against Texas CMT unless it shall be determined
that such claim is based on and resulted from failure by Texas CMT to
perform its services hereunder in accordance with this Agreement.
4.2 No insurance, of whatever kind or type, which may be carried by Texas CMT,
is to be considered as in any way limiting the contractor's or subcontractor's
responsibility for damages resulting from his operations or for furnishing work
and materials to THE PROJECT. CLIENT agrees, therefore, to include, or
cause to be included in THE PROJECTS construction contract, such
requirements for insurance coverage and performance bonds to be secured and
maintained by THE PROJECT contractor as CLIENT deems adequate to
indemnify CLIENT, Texas CMT, and other concerned parties, against claims
for damages and to insure compliance of work performance and materials with
THE PROJECT requirements.
ARTICLE 5. PAYMENT
5.1 CLIENT will pay Texas CMT for services and expenses in accordance with
the attached fee schedule (Exhibit A). Texas CMT will submit progress
invoices to CLIENT monthly and a final invoice upon completion of its work.
Each invoice, on presentation, is due and payable by CLIENT or his authorized
representative.
.Advise Texas CMT sufficiently in advance of any operations so as to allow
for assignment of personnel by Texas CMT for completion of the required 5.2 Texas CMT shall be paid in full for all services under the Agreement,
services. Such advance notice shall be in accordance with that established by including any additional services in excess of those stated in the original
mutual agreement of the parties. Agreement, as specifically authorized by CLIENT.
16 Direct THE PROJECT contractor, either by the Construction Contract or
direct written order to:
(a) Secure and deliver to Texas CMT, without cost to Texas CMT,
preliminary representative samples of those materials he proposes to
use which require testing, together with any relevant data of the
materials.
(b) Furnish such casual labor and all facilities heeded by Texas CMT to
obtain and handle samples at THE PROJECT and to facilitate the
specified inspection and tests.
(c) Provide and maintain for the use of Texas CMT, adequate space at
THE PROJECT for safe storage and proper curing of test specimens
which must remain on THE PROJECT site prior to testing.
ARTICLE- 3. GENERAL CONDITIONS:
. I Texas CMT, by the performance of services covered hereunder, does not in
any way assume, abridge or abrogate any of those duties, responsibilities or
authorities with regard to THE PROJECT customarily vested in THE
PROJECT architects, design engineers, or any other design agencies or
authorities.
? ' Texas CMT shall not be responsible for acts of omissions of any parry or
parties involved in the design of THE PROJECT or the failure of any
contractor or subcontractor to construct any aspect of THE PROJECT in
accordance with recommendations contained in any correspondence or verbal
recommendation issued by Texas CMT.
Texas CMT is not authorized to revoke, alter, relax, enlarge or release any
requirement of THE PROJECT specifications or other contract documents nor to
approve or accept any portion of the work, unless specifically authorized in
\\ riting by CLIENT or his authorized representative. Texas CMT shall not have
the right of rejection or the right to stop the work, except for such periods as may
5.3 The CLIENTs obligation to pay for the work contracted is in no way
dependent upon the CLIENTS ability to obtain financing, approval of
governmental or regulatory agents, or upon the CLIENT's successful com-
pletion of the project.
ARTICLE 6. EXTENT OF AGREEMENT:
The Agreement, including these terms and conditions, represents the entire
agreement between CLIENT and Texas CMT and supersedes all prior
negotiations, representations or agreements, written or oral. The Agreement
may be amended only by written instruments signed by CLIENT and Texas
CMT.
ARTICLE 7. APPLICABLE LAW:
The Agreement shall be governed by the laws of the State of Texas.
1,6
12
3
o
1, SERVICES: Texas CMT will:
\ct for CLIENT in aprofessional manner, using that degree of care and skill
ordinarily exercised by and consistent with the standards of the profession
practicing in the same or similar locality of THE PROJECT site,
Provide only those services that, in the opinion of Texas CMT, lie within the
technical and professional areas of expertise of Texas CMT and which Texas
UNIT is adequately staffed and equipped to perform.
Ped'01-111 all technical services under the general direction of a Registered
Professional Engineer and in substantial accordance with the basic re-
(11.111-C111COtS oft the appropriate Standards of The American Society for Testing
and Materials, where applicable, or other standards designated by CLIENT.
Promptly submit formal reports of all tests, inspections and services per-
formed indicating where applicable, compliance with THE PROJECT
specifications Or other contract documents. Such reports shall be complete
and tactual, citing the tests performed, methods employed, values obtained,
parts Of the Structure or PROJECT area involved.
Fillploy testing machines which have been calibrated within a period not
exceeding twelve months from the time of use by devices of accuracy
traceable to the National Bureau of Standards of the United States
DcPartillent of Commerce and , upon request, submit to CLIENT, or his
authorized representative, documentation of such calibration.
Consider all reports to be the confidential propertyof CLIENT, and distribute
reports only to the persons, organizations or agencies specifically designated
in writing by CLIENT or his authorized representative.
Retain all pertinent records relating to the services performed for a period of
t'll c Years followingsubriussion of the report, during which period the records
will he made available to CLIENT at all reasonable times.
2, CLIENT'S RESPONSIBILITIES: CLIENT or his authorized
representative will:
Provide ide Texas CMT with all plans, specifications, addenda, change orders,
ap- proved shop drawings and other information for the proper performance
of Texas CMT.
issue authorization in writing, giving Texas CMT free access to THE
PROJECT site, and to all shops or yards where materials are prepared or
siorcd.
Designate in Writing a person or film to act as CLIENT's representative with
respect to Texas CMT's services lobe performed under this Agreement; such
person or firm to have complete authority to transmit instructions,, receive
information and data, interpret and define CLIENT's policies and decisions
av ith respect to THE PROJECT and to order, at CLIENT's expense, such
technical services as may be requested by Texas CMT.
Designate in writing those persons or firms who are authorized to receive
copies ol"Texas CMT's inspection and test reports.
Advise Texas CMT sufficiently in advance of any operations so as to allow
for assignment of personnel by Texas CMT for completion of the required
services. Such advance notice shall be in accordance with that established by
11ILitUal agreement of the parties.
Direct THE PROJECT contractor, either by the Construction Contract or
direct wri tten order to:
(a) Secure and deliver to Texas CMT, without cost to Texas CMT,
preliminary representative samples of those materials he proposes to
use which require testing, together with any relevant data of the
materials.
(I)) furnish such casual labor and all facilities heeded by Texas CMT to
obtain and handle samples at THE PROJECT and to facilitate the
specified inspection and tests.
(c) Provide and maintain for the use of Texas CMT, adequate space at
TI IE PROJECT for safe storage and proper curing of test specimens
Which must remain on THE PROJECT site prior to testing.
Ak 11( 113. GFNERAL CONDITIONS:
'I exas CMT, by the performance of services covered hereunder, does not in
any way assume, abridge or abrogate any of those duties, responsibilities or
authorities with regard to THE PROJECT customarily vested in THE
PROJECT architects, design engineers, or any other design agencies or
c'
1L10101'ItIeS.
i'exas CMT shall not be responsible for acts of omissions of any party or
parties involved in the design of THE PROJECT or the failure of any
C01111'actor or subcontractor to construct any aspect of THE PROJECT in
accordance with recommendations contained in any correspondence orverbal
recommendation issued by Texas CMT.
I cxas CMT is not authorized to revoke, alter, relax, enlarge or release any
,2qwrenicnt of TI -1 E PROJECT specifications or other contract documents nor to
approve Or accept any portion of the work, unless specifically authorized in
,� riting by CLIENT or his authorized representative. Texas CMT shall not have
ilic right of rejection or the right to stop the work, except for such periods as may
1"T TEN I A L �) I E S I 11 Ci
be required to conduct the sampling, testing or inspection of operations
covered by the Agreement.
3,4 This Agreement maybe terminated by either party on ten (10) days written
notice or by mutual agreement, If this Agreement is terminated by either
party, Texas CMT shall be paid in full for all services performed through the
termination date, and the CLIENT shall be provided with a complete report of
the results of test and analysis conducted prior to termination.
3,5 Neither CLIENT nor Texas CMT may delegate, assign, sublet or transfer his
dudes or interest in this Agreement without the written consent of the other
party.
3.6 The only WARRANTY made by Texas CMT in connection with its services
per-formed hereunder is that it will use that degree of care and skill as set forth
in Article 1.1 above. No other WARRANTY, expressed or implied, is made
or intended for services provided hereunder or furnishing oral or written
reports of findings made.
ARTICLE 4. INSURANCE:
4.1 Texas CMT shall secure and maintain throughout the full period of this
Agreement sufficient insurance to protect it adequately from claims under
applicable Workmen's Compensation Acts and from claims for bodily injury,
death or property damage as may arise from the performance of services under
this Agreement. Texas CMT will, upon request, file certification of such
insurance coverage with CLIENT or his authorized representative. Within the
limits and conditions of such insurance, Texas CMT agrees to indemnify and
save CLIENT harmless from and against any loss, damage, or liability arising
from any negligent acts by Texas CMT its agents, staff and consultants
employed by it. Texas CMT shall not be responsible and CLIENT shall
indemnify Texas CMT for any loss, damage or liability arising from any
negligent acts by CLIENT, its agents, staff, and other consultants employed
by it, and any claim asserted against Texas CMT unless it shall be determined
that such claim is based on and resulted from failure by Texas CMT to
perform its services hereunder in accordance with this Agreement.
4.2 No insurance, ofwhatever kind or type, which maybe carried by Texas CMT,
is to be considered as in any way limiting the contractor's or subcontractor's
responsibility for damages resulting from his operations or for furnishing work
and materials to THE PROJECT. CLIENT agrees, therefore, to include, or
cause to be included in THE PROJECT's construction contract, such
requirements for insurance coverage and performance bonds to be secured and
maintained by THE PROJECT contractor as CLIENT deems adequate to
indemnify CLIENT, Texas CMT, and other concerned parties, against claims
for damages and to insure compliance of work performance and materials with
THE PROJECT requirements.
ARTICLE 5, PAYMENT:
5.1 CLIENT will pay Texas CM'f for services and expenses in accordance with
the attached fee schedule (Exhibit A). Texas CMT will submit progress
invoices to CLIENT monthly and a final invoice upon completion of its work.
Each invoice, on presentation, is due and payable by CLIENT or his authorized
representative.
5.2 Texas CMT shall be paid in full for all services under the Agreement,
including any additional services in excess of those stated in the original
Agreement, as specifically authorized by CLIENT.
5.3 The CLIENT's obligation to pay for the work contracted is in no way
dependent upon the CLIENT's ability to obtain financing, approval of
governmental or regulatory agents, or upon the CLIENT's successful com-
pletion of the project.
ARTICLE 6. EXTENT OF AGREEMENT:
The Agreement, including these terms and conditions, represents the entire
agreement between CLIENT and Texas CMT and supersedes all prior
negotiations, representations or agreements, written or oral. The Agreement
may be amended only by written instruments signed by CLIENT and Texas
CMT.
ARTICLE 7. APPLICABLE LAW:
The Agreement shall be governed by the laws of the State of Texas,
I.
c
10044 Monroe Drive
Dallas, 'Texas 75229
214- 352 -6957
fat: 214 - 352 -6972
Texas CMT, Inc.
h ttP.Ageeconsultan ts, com
Construction Materials Testing Schedule of Fees
EXHIBIT "A"
SCHEDULE OF SERVICES AND FEES
CONSTRUCTION MATERIALS ENGINEERING SERVICES
(Effective April 2011)
ASPHALTIC CONCRETEBITUMINOUS MATERIALS OBSERVATION/TESTING:
1.1 Asphaltic concrete mix designs
a. Hveem Method, one asphalt content ........... 300.00
b. Marshall Method, one asphalt content 375.00
C. Marshall Method, four asphalt contents 725.00
1.2 Confirmation Mix Design, using design prepared by others ............. At Unit Prices
1.3 Observation/sampling at batch plant or jobsite, per man-hour .................. 46.00
1.4 Rolling Pattern Field Nuclear Density Tests, (minimum of 3 per trip), each ....... 43.00
1.5 Asphaltic Concrete Coring, per diameter -inch ............................... 2.75
1.6 Laboratory Density of Pavement Cores, each ............................... 27.00
1.7 Molding Test Specimens (3 per set), set .... ............................... 55.00
1.8 Density and Percent Voids (3 per set), set ... ............................... 55.00
1.9 Hveem Stabilimeter Value (3 per set), set ... ............................... 85.00
1.10 Marshall Stability (3 per set), set .......... ............................... 85.00
1.11 Marshall Flow Value (3 per set), set ....... ............................... 18.00
1.12 Sand Equivalent, each .................. ............................... 80.00
1.13 Extraction, each ...................... ............................... 190.00
1.14 Specific Gravity of Aggregates, each ...... ............................... 53.00
1.15 Sieve Analysis of Aggregates, each ........ ............................... 53.00
1.16 Evaluation of Built -up Roofing Membrane, each ........................... 300.00
1.17 Maximum Theoretical Density, each ...... ............................... 165.00
1.18 Solvent Disposal Charge, each ............ ............................... 32.00
Page 1 of 5
Texas CMT, Inc.
h ttp: //geecon s ul to n ts. com
10044 Drive
Dall as, 'Texas 75229
Construction Materials Testing Schedule of Fees
Dall
214 - 352 -6957
fat. 214 - 352 -5972
IL PORTLAND CEMENT CONCRETE AND AGGREGATES OBSERVATION /TESTING
2.1 Portland Cement Concrete Mix Design, including Specific Gravities, Absorptions,
Unit Weights of Aggregates, and Gradations ............................... 195.00
2.2 Additional Mix Design (using same aggregates), each ........................ 130.00
2.3 Confirmation Mix Design Test Cylinders, each .............................. 32.00
2.4 Confirmation Mix Design Test Beams, each .. ............................... 32.00
2.5 Concrete Observation, per hour ............ ............................... 46.00
2.6 Concrete Test Cylinders (without observation), each .......................... 30.00
2.7 Concrete Test Beams (without observation), each ............................. 35.00
2.8 Concrete Test Cylinders (with observation), each ............................. 26.00
2.9 Concrete Test Beams (with observation), each ............................... 29.00
2.10 Hold Cylinders, each ........... ............................... See Rates Above
2.11 Concrete Reinforcing Steel Observation (Shop or Field), per hour ............... 46.00
2.12 Air Content Measurement when not making cylinders or beams
(minimum three hours technician time), each . ............................... 27.00
2.13 Unit Weight of concrete when not making cylinders or beams
(minimum three hours technician time), each . ............................... 27.00
2.14 Specific Gravity, each ................... ............................... 53.00
2.15 Absorption, each ....................... ............................... 26.00
2.16 Gradation (ASTM C -136), each ........... ............................... 53.00
2.17 Sieve Analysis (material finer than #200 U.S. Sieve), each ..................... 30.00
2.18 Sulphate Soundness
a. Five Cycles, each 295.00
b. Each additional cycle ............... ............................... 85.00
2.19 Concrete Coring with Technician Time, per diameter -inch ...................... 3.00
2.20 Capping and Testing Concrete Cores, each ... ............................... 30.00
2.21 Sawing Core Ends, per end ...... 10.00
2.22 Compressive Strength of brick, block or grout per specimen .................... 34.00
Page 2 of 5
Texas CMT, Inc.
A&JL IV
h ttp: //geeconsul tan ts. com
alga Monroe Drive Construction Materials Testing Schedule of Fees
Dallas, Texas 75229
214 - 352 -6957
fax: 214 - 352 -6972
2.23 Flexural Strength of brick or block, per specimen ............................ 38.00
2.24 Non - destructive Concrete Testing (excludes expendable materials), per hour ....... 85.00
2.25 Compressive Strength of 2 Block Prefab Prism, each .......................... 65.00
III. SOIL OBSERVATION/TESTING
3.1 Continuous Observation and Testing of earthwork by Technician with nuclear
gauge, per hour ........................ ............................... 53.00
3.2 In -Place Moisture- Density Tests (minimum of 3 tests per trip)
a. Nuclear Method, each ...... ............................... 43.00
b. Other Methods, each ........... ............................... By Request
3.3 Material Sampling, per hour .............. ............................... 46.00
3.4 Moisture Content, each ................... ............................... 8.00
3.5 Atterberg Limits ( including Liquid and Plastic Limits), each ................... 56.00
3.6 Linear Bar Shrinkage, each ............... ............................... 24.00
3.7 Slaked and Washed Sieve Analysis
a. Materials processed over No. 40 U.S. Sieve, each ... 31.00
b. Materials processed over No. 200 U.S. Sieve, ASTM D -422, each ........... 31.00
3.8 Hydrometer Analysis (including sieves), each .............................. 240.00
3.9 Gradation of Lime Stabilized Soil per TXDOT, Item 260,
per hour (minimum of 3 hours per trip) ...... ............................... 46.00
3.10 Preparation of Base Materials Binder for testing, each ......... : ............... 30.00
3.11 Maximum and Minimum Density Tests, each ............................... 165.00
3.12 Specific Gravity "rests, each .............. ............................... 53.00
3.13 Moisture- Density Relationship
a. Standard Method, ASTM D -698 or AASHTO T -99, each ................. 185.00
b. Modified Method, ASTM D -1557, AASHTO T -180 or TEX -113E, each . 195.00
C. TXDOT Method TEX -114E, each .... ............................... 260.00
3.14 Moisture - Density Relationship with lime or cement
a. Standard Method, ASTM D -698 or AASHTO T -99, each ................. 195.00
b. Modified Method, ASTM D -1557, AASHTO T -180, or TEX -113E, each .. 200.00
C. TXDOT Method TEX -114E, each .... ............................... 280.00
3.15 TXDOT Triaxial Series, TEX -117E, each ............................. By Request
Page 3 of 5
Texas CMT, Inc.
rir h ttp: //geeconsultan ts. com
AJL m
Dallas, Texas 75229
Monroe -rive
Dall Construction Materials Testing Schedule of Fees
lls
214 - 352 -6957
fax. 214- 352 -6972
3.16 TXDOT Wet Ball Mill Analysis, TEX -116E, each ........................... 240.00
3.17 Los Angeles Abrasion (small aggregate), each .............................. 240.00
3.18 Sample Preparation for L.A. Abrasion or Wet Ball Mill Analysis,
eachaggregate .......................... ............................... 46.00
3.19 California Bearing Ratio (CBR), laboratory performed
a. Native materials, per specimen ....... ............................... 330.00
b. Lime or cement treated, per specimen . ............................... 330.00
3.20 Strength and Durability of Cement Stabilized Soils
a. Curing and testing of Compression Samples, each . By Request
b. Wet -Dry Test, ASTM D -559 or AASHTO T -135, each . By Request
C. Freeze -Thaw Test, ASTM D -560 or AASHTO T -136, each ........... By Request
d. Preparation of Samples for a, b, or c, each ......................... By Request
3.21 Phenolphthalein ]Lime Indicator Charge, per trip ............................. 14.00
IV. OBSERVATION / TESTING OF STRUCTURAL STEEL / WELDING
4.1 Ultrasonic /Magnetic Particle /Liquid Penetrant by Level Il Technician
with equipment (portal to portal) per hour including standby .................... 60.00
4.2 Visual Observation
a. Structural Steel /Welding Observation - (Shop or Field), per hour ............ 54.00
(4 hour minimum, portal to portal)
4.3 Witness of Welders Qualification in Field
Plate or Pipe Test:, per hour (4 hour minimum, portal to portal) .................. 54.00
4.4 Welders Qualification at our laboratory
a. Pipe Test - AWS or ASME
1 position - 6" Schedule 40 .......................... 115.00
2 position - 6" Schedule 40 ........................... 160.00
1 position - 6" Schedule 80 .... ............................... 115.00
2 position - 6" Schedule 80 .......... ............................... 160.00
b. Plate Test - AWS or ASME (inc. all mats and testing in laboratory)
1 position - limited thickness, 3/8" plate ............................... 120.00
2 position - limited thickness, 3/8" plate .............................. 160.00
1 position - unlimited thickness, 1" plate 1 15.00
2 position - unlimited thickness, 1 " plate .............................. 160.00
4.5 Plate Test - Texas, Highway Department Standard Specification
1 position - 1" plate ..... ............................... 190.00
2 position - 1 " plate .................... ............................... 310.00
Page 4 of 5
Texas CMT, Inc.
http.11geeconsultants. com
AJL m
10044 Monroe Drive
Dallas, Texas 75229 Construction Materials Testing Schedule of Fees
21.4-352-6957
faz. 214 - 352 -6972
4.6 Tensile Strength Tests (50.00 min. charge - machine costs, sampling extra)
a. Reduced Sections
10 or less, each . ............................... 50.00
11 or more, each ................... 45.00
b. Reinforcing Steel " '
# 3 to # 10, each 45.00
# llto # 18, each .................. ............................... 50.00
V. PROFESSIONAL / TECHNICAL SERVICES
5.1 Typist, per hour ........................ ............................... 46.00
5.2 Engineering Inspector / Technician, per hour . ............................... 46.00
5.3 Field Supervisor, per hour ................ ............................... 75.00
5.4 Draftsman, per hour ..................... ............................... 80.00
5.5 Staff Engineer, per hour .................. ............................... 90.00
5.6 Project Geotechn:ical Engineer, per hour ..... ............................... 95.00
5.7 Engineering Manager, per hour ........... ............................... 1 10.00
5.8 Principal Engineer, per hour ............. ............................... 140.00
5.9 Expert Witness, Depositions, Testimony by Principal Engineer, per hour ......... 185.00
VI. GENERAL NOTES
6.1 Minimum charge for report 40.00
Reproduction, per page ................... ............................... 0.36
6.2 Hourly rate quoted at regular rate only (portal to portal), Mondays to Fridays,
7:30 am- 5:00prn
6.3 Vehicle Transportation Charges for All Field Services
Per one -half day within 30 miles of laboratory, per trip ........................ 42.00
Over four hours within 30 miles of laboratory, per trip ........................ 50.00
Outside of these parameters .......... ............................... By Request
6.4 Subsistence, per man-day ............... ............................... 115.00
6.5 All direct expenses required /approved .............................. Cost plus 15%
6.6 Terms of payment ............ Due Upon Receipt
Finance charge past 30 days 1 1/2% per month, annual rate ...................... 18%
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