R2011-002 - 2011-01-10RESOLUTION NO. R2011 -2
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING A CONTRACT FOR CONSTRUCTION
MATERIALS TESTING SERVICES ASSOCIATED WITH THE WALNUT
STREET AND DRAINAGE PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1 That certain contract for construction materials testing services, a copy
of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is
hereby authorized and approved.
Section 2 That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a contract for construction materials testing services
associated with the Walnut Street and Drainage Project
PASSED, APPROVED and ADOPTED this the 10 day of January, A.D., 2011.
ven.>
TOM REID
MAYOR
ATTEST
aAapef
Y NG
;F C `ter
I Y SECRETARY
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
Exhibit "A"
Resolution No. R2011 -2
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into on January 10 2011 by and between the City of
Pearland "CITY and Raba- Kistner Consultants, Inc. "CONSULTANT
The CITY engages the CONSULTANT to perform Construction Materials Testing (CMT)
Services on the CITY OF PEARLAND WALNUT STREET ROADWAY AND DRAINAGE
IMPROVEMENTS PROJECT. (Project T70024).
SECTION I SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under
the same or similar circumstances:
A. The CONSULTANT shall provide CMT services in connection with the
CONSTRUCTION OF THE WALNUT STREET ROADWAY AND
DRAINAGE IMPROVEMENTS (FROM AUSTIN STREET TO GRAND
BOULEVARD) PROJECT. See Exhibit A, attached, for a detailed SCOPE OF
WORK and PROJECT schedule. The PROJECT schedule shall be submitted in
digital and hard copy form in the Microsoft Project for Windows format.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a CITY employee: Any fraud, forgery, misappropriation of funds,
receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions., destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
employee to engage in such misconduct.
D. The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current CITY standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only. All Record Drawings electronic files shall be
submitted to the CITY in TIF format.
E. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product
generated by the CONSULTANT under the CONTRACT shall be delivered to the
CITY upon request, shall become subject to the Open Records Laws of this State.
F. The CONSULTANT shall procure and maintain for the duration of this
Agreement, insurance against claims for injuries to persons, damages to property,
or any errors and omissions relating to the performance of any work by the
CONSULTANT, its agents, employees or subcontractors under this Agreement,
as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3) Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering
owned, hired, and non -owned vehicles, with minimum limits of
$1,000,000 for injury or death of any one person, $1,000,000 for each
occurrence, and $1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers'
Compensation. Certificates of Insurance and endorsements shall be furnished to
the CITY before work commences. Each insurance policy shall be endorsed to
state that coverage shall not be suspended, voided, canceled, and/or reduced in
coverage or in limits "Change in Coverage except with prior written consent of
the CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish CITY with Certificates of Insurance, or formal
endorsements as required by this CONTRACT, issued by CONSULTANT'S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every
kind for which CONSULTANT is legally liable, including all expenses of
litigation, court costs, and attorney's fees, for injury to or death of any person, for
damage to any property, or errors in design, any of which are caused by the
negligent act or omission of the CONSULTANT, his officers, employees, agents,
or subcontractors under this CONTRACT.
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H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
SECTION II PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end upon completion of the construction
related work not to exceed 16 months after execution of this contract.
SECTION III CONSULTANT'S COMPENSATION
A. The method of payment for this CONTRACT is time and materials, not to
exceed. Total compensation for the services performed shall not exceed the sum
of $99,958.00.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT
C. The CITY shall make payments to the CONSULTANT within thirty (30) days
after receipt and approval of a detailed invoice. Invoices shall be submitted on a
monthly basis.
SECTION IV THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information from or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'S inspection, review,
acceptance or approval of CONSULTANT'S work shall not relieve
CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or
its sub- consultant(s) or in any way affect the CONSULTANT's status as an
independent contractor of the CITY.
SECTION V TERMINATION
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason
with or without cause by delivering written notice to CONSULTANT personally
-3-
or by certified mail at 3602 WESTCHASE, HOUSTON, TEXAS 77042.
Immediately after receiving such written notice, the CONSULTANT shall
discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15` day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONTRACTOR
breaches any provision of this CONTRACT, then the CITY shall have all rights
and remedies in law and/or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria
County, Texas. The laws of the State of Texas shall govern the terms of this
CONTRACT. The prevailing party in the action shall be entitled to recover its
actual damages with interest, attorney's fees, costs and expenses incurred in
connection with the dispute and/or action. CONSULTANT and CITY desire an
expeditious means to resolve any disputes that may arise between under this
CONTRACT. To accomplish this, the parties agree to mediation as follows: If a
dispute arises out of or relates to this CONTRACT, or the breach thereof, and if
the dispute cannot be settled through negotiation, then the parties agree first to try
in good faith, and before pursuing any legal remedies, to settle the dispute by
mediation of a third party who will be selected by agreement of the parties.
SECTION VI ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
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SECTION VII COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this
CONTRACT, and that he has not paid or agreed to pay any company or person, other than a
bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other
consideration, contingent upon or resulting from the award or making of the CONTRACT. For
breach or violation of this clause, the CITY may terminate this CONTRACT without liability,
and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise
recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent
fee that has been paid.
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
The parties have executed this CONTRACT this `per day of January, 2011
CITY OF P ARLAND, TEXAS
Name:Bill Eisen
Title: City Manager
RABA- KISTNER CONSULTANTS, INC.
Name: 4, GcW&-&5
Title: VICrE P�IiP6�UT
-5-
•
Engineering•Testing•Environmental•Facilities•Infrastructure
g: -.. Raba
Iflistrier
April 23, 2010 (Revised) • Raba-Ktstner Consultants,Inc. •
3602 Westchase
Houston,TX 77042
• (713)096.8990•FAX(713)996.8203
www.rkci.com
TBPE Firm F=3257
Proposal No. PHD10-053
•
•
Ms. Jennifer Lee
Project Manager
City of Pearland
3519 Liberty Drive
Pearland,Texas 77581
Reference: Materials Testing Services for • •
Walnut Street Roadway and Drainage Improvements
Austin Street to Grand Boulevard
COP Project No.T70041;Bid No.2007-47
Dear Jennifer:
Raba-Kistner Consultants, Inc., (R-K) Is pleased to submit this proposal to provide
Construction Materials Observation and Testing services for the above referenced project. This
proposal is based upon our review of the project documents, information provided by LJA, as .
well as experience with similar projects.
SCOPE OF SERVICES
Based on our review of the project documents and our experience with similar projects, our
scope of services will consist of the following testing and observation services:
1. Excavating, backfilling and compacting for utility construction
2. Field density tests for soil and CSS, backfill, and paving subgrade
3. Cast In-Place concrete testing for paving/structural concrete
4. Coring of completed main lane paving of thickness evaluation
5. Laboratory testing of soils, concrete and asphalt •
6. Hot Mix Asphaltic Concrete
7. Batch plant inspection (concrete!asphalt)
8. Precast box inspection
Individual sections within the project specifications define specific tests to be performed,
frequency of testing and the acceptance criteria for the various construction materials employed
or placed.
•
WMetivnPro alslllou.9Qa\201U\PHD10.0S3WalnutShteAleticr.doe `J`F.i'A'
Austin•Brownsville•Dallas•El Paso•Houston•McAllen•Mexico•San Antonio 1!r GP
April 23, 2010
PROJECT APPROACH
We propose to provide a Senior Level Technician full-time for the duration of the project. He
will be supplemented with additional technicians as needed. The Senior Level Technician will
coordinate with the COP's field representative to schedule testing/observation activities. Daily
reports of testing/ observation will be signed daily on site and submitted to the owners
representative.
A R-K Project Manager will be assigned to oversee all testing activities, attend weekly
construction meetings, review mix design and appropriate submittals, prepare invoices and be
available to assist with field issues.
Mark D. Wells, P.E. of R-K will serve as Project Engineer. He will be available as needed for
consulting services and contract administration as well as assist in field resolution of
construction materials issues.
In an effort to reduce the amount of paper generated for this project, we propose to submit test
results! inspection observations through our web-based system RKIS. Selected members of
the COP and construction management team will be granted access to RKIS through our
website www.RKCl.com. •The individuals will be able to view test/observation reports after they
have been reviewed and approved by the Project Engineer. In most cases, these reports will
be available for review by the project team the day following the actual testing activity. Of
course certain laboratory tests can not be generated that quickly. For instance, maximum dry
density/optimum moisture determinations (proctors) require 3 days to complete while asphalt
samples may take as long as 4 working days. Members will also be allowed to view the
dispatched assignments for a particular date and have access to the 'Engineers Desk" portion
of RKIS. This part of RKIS provides various statistical analysis of materials testing results.
Test/observation reports will be sent to the contractor via e-mail.
As always, failing tests will be immediately communicated to the project team verbally and
electronically transmitted within 24 hrs.
Invoices will be submitted monthly (by the 15th) in a format agreeable to the owner and
Construction Manager. Hard copies of the reports will accompany the invoice for ease in
reviewing. Overtime for the full time senior technician will apply for all hours worked over 40
per week Monday thru Sunday. Overtime for supplemental technicians is applicable for all
hours worked over B per day, before 6:00 am, after 6:00 pm and on Weekends and Holidays.
The overtime rate will be 1.4 times the unit rate provided in the attached Schedule of Fees.
WAAetivc Pr,*c sgrouston`2010NIIDIO.O4fi.0O Walnut Strect Roadway&Drarriqa�geAPHD10-053 Walnut StreetlLetter.aue
•
April 23, 2010(Revised)
ESTIMATED FEE
•
Based on our review of the project documents, we estimate a fee of $99,958.00 for the
construction materials observation and testing services described in this proposal. A cost
breakdown is provided in Attachment I.
Our proposed testing scope of services and estimated fee has been developed through our
interpretation of the project plans and specifications, discussions with the project team and has
been prepared with the assumption of 12 months to complete the.construction. The actual
scope and quantity.of services provided will be dependent upon services actually required by
you or your representatives as well as actual time spent by the Contractor to complete the
project. •. .
The actual services provided may be somewhat more or less than those services anticipated in
the development of this scope as a consequence of factors such as construction sequencing
and delays due to weather andlor re-tests. Costs associated.with retesting are not included in
the above fee. We understand re-tests are to be the responsibility of the Contractor and that
there may be certain budget modifications as a result thereof. We will itemize our time and
expenses associated with retests on the invoices; retests will also be identified in the daily Feld
reports. .
Any services requested and not part of the attached cost breakdown will be charged in
accordance with the attached Unit Fee Schedule(Attachment II).
We look forward to working with you. if you have any questions or require additional
information, please contact me at your convenience.
Very truly yours,
RABA-KISTNER CONSULTANTS, INC.
7/742,4_,AaVeee._ •
Mark D. Wells, P.E., PMP
Vice President
MDW/mdw
Attachments: Cost Breakdown
Unit Fee Schedule(COP)
W:\ActIve Pruptm Is\Houston\20[MID I0-053 Walnut Sow\[.etter.doc
I taba--Kistner
Attachment I
Cost Breakdown for
Walnut Street Roadway and Drainage Improvements
Austin Street to Grand Boulevard
Proposal No.PHD90.053(Revised)
• Quantity Rate. Uni Amount:
Labor
102000 Senior Engineer,P.E.(10 years experience) 12 x $123.00 /Hr = .$1476'00
106000 Technician NICET III,HMA-Il 1100 x $66.00 1 Hr w $72;600',00
106010 Technician NICET Ill, HMA-Il OT 100 x $92.40 1 Hr = $9,240.00'
MATERIALS TESTING
Portland Cement Concrete
301000 Compressive Strength 200 . x $15.00 /Ea - $$;00Q400.
309000 Concrete Coring to 6" 18 x $90.00 /Ea - $1,820:00
310000 Concrete Coring 6"to 12" 72 x $8.00/Ea = $5.76M'-
313000 Length Measure of Core 18 x $11.00 /Ea = $19800
Asphalt
401000 Mix Design Review 1 x $187.00/Ea °a $187.00
405000 Extraction&Gradation 5 x $174.00 I Ea = $870..00
407000 HVEEM Stability 5: x $82.00 I Set =
408000 Bulk Density-Lab Molded 5 :x $46.00 /Set = $230.00
409000 Bulk Density-Core fg $41.00 /Ea = $328.00
410000 Molding Specimens 5.: $t $54.00 I Set = $270.00
411000 Maximum Theoretical Specific Gravity 6:.. :X $78.00 /Ea = $390.00
419000 Asphalt Coring to 6" 6 x. $80.00 I Ea = , $640.00•
422000 Length Measure of Core $8.00 /Ea =• .$64.00
Soils
•
901000 Liquid and Plastic Limits 10 x $53.00 I Ea =..... ... ,,$530,00.
923000 OMD Standard Compaction 5 x $175.00 I Ea = $875.00'
•
928000 Optimum Lime Content PI Method 2 x $208.00 l Ea = $416.00
941000 Compressive Strength of C.S.S. 80 .. x $61.00 1 Ea = $4,880,00,
945000 OMD Standard Treated Material . .Q_ . _ $193.00 I Ea = $1,,158.00
TOTAL . $99,958.00
Raba-Kistaadr
W'Activa ProposalslHouston126101PHD10-053 Walnut SlreetlCBD
ATTACHMENT II
MATERIALS ENGINEERING&TESTING FEE SCHEDULE
Page 1 of 5
•
Unit Rate
LABOR
101000 Principle, P.E. $167.00 /Hr
102000 Senior Engineer,P.E.(10 years experience) $123.00 /Hr
103000 Project Engineer, P.E./Geologist P.G. $96.00 I Hr
104000 Graduate Engineer/Geologist $76.00 /Hr
105000 Technician NICET Level IV $72.00 /Hr
105010 Technician NICET Level IV OT $100.80 /Hr
106000 Technician NICET III, HMA-li $66.00 /Hr
106010 Technician NICET HI, HMA-II OT $92.40 /Hr
107000 Technician NICET II HMA-IA $60.00 /Hr
107010 Technician NICET II HMA-IA OT $84.00/Hr
108000 Technician ACI I, II $54.00/Hr
108010 Technician ACI I, II OT $75.60/Hr
109000 Technician, Non-Certified $48.00/Hr
109010 Technician,Non-Certified OT $67.20 /Hr
110000 Senior Welding Inspector SWCI $100.00 /Hr
110010 Senior Welding Inspector SWCI OT $140.00 I Hr
120000 Welding Inspector CWI,ACCP II $78.00 /Hr
120010 Welding Inspector CWI,ACCP II OT $109.20 /Hr
113000 Inspector,ASNT Ili $96.00 /Hr
113010 Inspector, ASNT III OT $134.40 /Hr
114000 NOT Inspector NOT II wl Asst(2 man crew) $101.00 /Hr
114010 NDT Inspector NDT II WI Asst(2 man crew)OT $141.40 I Hr •
115000 Support Personnel(Word Processing) $48.00 /Hr
$7.50 /Hr
151000 Reimbursable Expenses Cost+10%
152000 Services provided by Quotation . Cost+ 10%
MATERIALS TESTING
•
Aggregates
201000 Sieve Analysis-Coarse Aggregate • $46.00 l Ea
202000 Sieve Analysis-Fine Aggregate $46.00 1 Ea
203000 Rel.Density&Absorption-Coarse Aggregate $70.00 /Ea
204000 Rel. Density&Absorption-Fine Aggregate $85.00 /Ea
205000 Bulk Density&Voids in Aggregate $33,00 I Ea
•
206000 Absorption-Coarse Aggregate $39.00 /Ea
207000 Absorption-Fine Aggregate $39.00 /Ea
208000 Finer than#200 Sieve $42.00 /Ea
209000 Organic Impurities $41.00 /Ea
210000 LA Abrasion $179.00 /Ea
211000 Clay Lumps& Friable Particles $47.00 /Ea •
212000 Lightweight pieces $55.00 /Ea
213000 Sand Equivalent $56.00 I Ea
214000 Na/Mg Sulfate Soundness $304.00/Ea
215000 Na/Mg Sulfate Soundness Additional Cycles $175.00 /Ea
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Vs/Motive ProposalsWouston120101PHD10-053 Walnut Street\CBD •
• Page 2 of 5
Unit
Rate
Portland Cement Concrete .
301000 Compressive Strength $15.00 /Ea •
302000 Flexural Strength $23.00 I Ea
303000 Split Tensile Strength $94.00 /Ea
304000 Time of Set by Penetration $275.00 /Ea
305000 Linear Shrinkage&Thermal Coef. .$282,00 /Set
306000 Length Change of Mortar Bars $100.00 /Set
307000 Density of Structural Lt Wt $70.00 I Ea
308000 Concrete Coring, Minimum Charge $290.00 Min.
309000 Concrete Coring to 6"• $90.00 /Ea
310000 Concrete Coring i3"to 12" $8.00/In
311000 Concrete Coring over 12" $10.00 /In
312000 Preparation of Core, Cap&Test $67.00 /Ea
313000 Length Measure of Core $11.00 /Ea
314000 Pachometer Survey $78.00 /Day
• 315000 Probe Penetration(plus probes) $79.00 I Day
316000 Chloride Ion Penetration $500.00 /Range
Asphalt
•
401000 Mix Design Review $160.00 I Ea
402000 HMAC Design(In-Place) $1,870.00/Ea
403000 Trial Batch(up to 5 curve points) $1,403.00 /Ea
•
404000 Additional Points $202.00 I Ea
405000 Extraction&Gradation $174.00 /Ea
406000 Specific Gravity $62.00/Ea
407000 HVEEM Stability $82.00 I Set
408000 Bulk Density-Lab Molded $46.00 /Set
409000 Bulk Density-Core $41.00 I Ea
410000 Molding Specimens $54.00 /Set
411000 Maximum Theoretical Specific Gravity $78.00 /Ea •
412000 Apparent Specific Gravity $58.00 /Ea
'413000 Abson Recovery $261.00 /Ea
414000 Moisture Susceptibility $409.00 /Ea
415000 Penetration $74.00 /Ea
416000 Ductility $99.00 /Ea
417000 Viscosity $62,00 /Ea •
418000 Asphalt Coring, Minimum Charge $290.00 Min.
419000 Asphalt Coring to 6" $80.00/Ea
420000 Asphalt Coring 6"to 12" $7.00 /In
421000 Asphalt Coring over 12" $8.00 /In
422000 Length Measure of Core $8.00 /Ea
423000 PMA Extraction/Gradation $234.00 I`Ea
424000 PMA Extraction/Gradation .$145.001 Ea
425000 Asphalt Content $70.00 I Ea •
•
aaalya-Kistaaerr .
W 1Aotive ProposaislHouston120101PHD10.053 Walnut Streat\CDD
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Page 3 of 5
Unit
Rate
Structural Steel
501000 Radiographic Source, Iridium $106.00/Day
502000 Radiographic Source, Cobalt 60 $122.00 /Day
503000.Ultrasonic Equipment $78.00 (Day
504000 Magnetic Particle Equipment $29.00 /Day .
505000 Skidmore-Wilhelm Equipment $117.00 /Day
506000 Torque Wrench $35.00 /Day .
507000 Holiday Equipment $82.00 I Day
508000 Tooke Gauge $29.00 /Day
509000 Dry Film Thickness Equipment $29.00 /Day
Masonry
601000 Compressive Strength Mortar Cubes $120.00 /Set •
602000 Compressive Strength Mortar Cubes $20.00 I Ea
603000 Compressive Strength Grout/Mortar Cylinders $20.00 /Ea
60400 Compressive Strength Grout/Mortar Prisms $120.00 /Set
605000 Measurement Brick $47.00 /Ea
606000 Compressive Strength Brick $28.00 1 Ea
607000 Flexural Strength Brick $37.00 I Ea
608000 Absorption Brick 24 hr $62.00 I Ea •
609000 Absorption Brick 5 hr $61.00 /Ea
610000 Measurement CMU $25.00 /Ea
611000 Weight CMU $70.00 l Ea
612000 Moisture Content CMU $70.00 l Ea
613000 Compressive Strength CMU $75.00 /Ea
614000 Compressive Strength CMU Hollow Prism $117.00 I Ea
Fireproofing
701000 Density of SFRM $33.00 I Ea
702000 Cohesion/Adhesion $25.00 /Ea
Roofing -
801000 Roof Cut Evaluation $303.00 /Ea
802000 Moisture in Mineral Aggregate $51.00 /Ea
803000 Membrane Analysis $279.00 /Ea
804000 Compressive Strength of Lt. Wt. Insulating Concrete $25.00 I Set
805000 Compressive Strength of Lt.Wt. Insulating Concrete $58.00 /Ea
806000 Unit Weight of Lt.Wt. Insulating Concrete $58.00 I Set
Raba-NIB lamer
•
WAAatIva Proposals'HousIon120101PHD10-093 Walnut Straot1CSD
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Page 4 of 5
Unit
Rate
Soils
901000 Liquid and Plastic Limits $53.00 /Ea
902000 Moisture Content by Mass $8,00 I Ea
903000 Moisture Content by Microwave $26.00 I Ea
904000 Sieve Analysis $49.00 I Ea
905000 Sieve Analysis w/Hydrometer $110,00 I Ea
906000 Percent Passing#200 Sieve $41.00 I Ea
907000 Specific Gravity $51.00 /Ea
908000 pH of Soil $15.00 I Ea
909000 Unconfined Compressive Strength $39.00 I Ea
910000 Unconsolidated Undrained Triaxial $54.00 /Ea
911000 Permeability Test, Constant Head $199.00 /Ea
•
912000 Consolidation One-cycle $310.00 /Ea
913000 Consolidation-Additional Increments $44.00 /Ea
914000 Pinhole Test $246.00 /Ea
915000 Crumb Test $33.00 I Ea
916000 Double Hydrometer $152.00/Ea
917000 Soil Suction-Filter Paper Method $49.00 /Ea
918000 Additional Increment $45.00 /Ea
919000 California Bearing Ratio $185.00 /Ea
920000 Soil Shrinkage Factor-Mercury Method $54.00 /Ea
921000 Soil Shrinkage Factor-Wax Method $65.00 /Ea
922000 One Dimensional Swell Cohesive Soils • $251.00 /Ea
923000 OMD Standard Compaction $175.00 /Ea
924000 OMD Modified Compaction $187.00 /Ea
925000 Maximum and Minimum Density $182.00 /Ea
926000 Percent Solids In Lime Slurry $37,00 /Ea
927000 Optimum Lime Content pH Method • $202,00/Ea
928000 Optimum Lime Content PI Method $208.00 I Ea
941000 Compressive Strength of C.S.S. $61.00 1 Ea
942000 Cement Content of Freshly Mixed C.S.S. $269.00 /Ea
943000 Sieve Analysis-Base Materials $82.00 /Ea
944000 Compressive Strength Stabilized Base Materials $222.00 I Ea
945000 OMD Standard Treated Material $193.00 I Ea
946000 OMD Modified Treated Material $205.00/Ea
951000 Nuclear Density Equipment Rental $9.00 I Hr
Slip-Lining&Manhole Repair
100100 Coring/Drilling of Manhole Grout $52.00 /Hole
100200 Coring and Strength of Gunite Panel $105.00 /Core
100300 Flexural Strength of Liner $295.00 /Coupor
3$asbaa-Kg stxae r
W:Vlclive ProposaleWoustan120101PHD10-053 Walnut St eet1050
Page 5 of 5
Unit
Rate
Geotechnicai
110100.Soil Boring 0-50' $16.00 /Ft
110200 Soil Boring 50-10' $18.00 /Ft
110300 Soil Boring Continuous 0-20' $18.00 /Ft
110400 Boring over 1.00 Ft Additional Surcharge $6.00 I Ft
110500 Wash Boring $8.00 /Ft
110600 Auger Boring $9.00 /Ft
110700 Undisturbed or Split Spoon Sample in Wash or Auger Borings $34.00/Ea
110800 Grouting of Completed Bore Holes $5.00 /Ft
110900 AN Surcharge $6.00 /Ft
111000 Minimum Charge(used when charges are less$718) $672.00 /LS
111100 MobllizatlonlDemobilization $300.00/LS
111200 THD Cone Penetration Test $23.00 /Ea
111300 ATV Mobilization Surcharge $117.00 /LS
111400 Portable Rig Drilling(Crew of two) $152.00 /Hr
111500 Stand by(Crew of two) $146,00 /Hr
111700 Materials Cost+ 10%
Remarks:A minimum of 4 hours is applicable for all field services.An overtime rate of 1.4 times
the hourly rate will be charged for any hours worked over 8 per day or any hour worked on Saturday,
Sunday or Holidays.
Raibes-151stamer
WMctive ProposalslHouston12010\PH010-053 Walnut Street\CDD
vr "NqAo INTEROFFICE TRANSMITTAL
°. 4,® gy 3519 Liberty Dr., Pearland,Texas 77581
T E X a 5 Ph: (281) 652-1756 Fx: (281)652-1706
DATE: 2011.01.10
TO: Sonia Webb, Deputy City Secretary From: Patty Patke
Projects Dept..
COPIES PROJECT DESCRIPTION
2 T7o024-Walnut Street Construction Materials
Roadway and Drainage Testing Agreement—
Improvements Raba-Kistner Constultants
❑ FOR COUNCIL APPROVAL ❑ FOR YOUR FILES
❑ APPROVED AS SUBMITTED ❑ FOR SIGNATURE
Thank you,
Patty Patke
Program Specialist
Ext. 1756
ppatke@ci.pearland.tx.us