R2017-055 2017-03-20RESOLUTION NO. R2017-55
A Resolution of the City Council of the City Of Pearland, Texas, authorizing the
City Manager or his designee to enter into an Interlocal Agreement for the the
Fite Road Extension Project with the Texas Department of Transportation
(TxDOT).
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Interlocal Agreement by and between the City of Pearland and
TxDOT, 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 an Interlocal Agreement with TxDot.
PASSED, APPROVED and ADOPTED this the 20th day of March, A.D., 2017.
ATTEST:
•� NG • I NG, M
Y SE Al:ETAR
APPROVED AS TO FORM:
DARRIN M. CO ER
CITY ATTORNEY
TCM REID
MAYOR
Resolution No. R2017-55
Exhibit "A"
THE STATE OF TEXAS §
THE COUNTY OF TRAVIS §
Contract No 46-5ILF6015
INTERLOCAL AGREEMENT
THIS CONTRACT is entered into by the Contracting Parties under Government Code, Chapter 791.
I. CONTRACTING PARTIES:
The Texas Department of Transportation TxDOT
City of Pearland Local Government
II. PURPOSE: TxDOT to provide off-site testing for the Fite Road project
III. STATEMENT OF SERVICES TO BE PERFORMED: TxDOT will undertake and carry out services
described in Attachment A, Scope of Services.
IV. CONTRACT PAYMENT: The total amount of this contract shall not exceed $ 3,500.00 and shall conform
to the provisions o' Attachment B, Budget. Payments shall be billed monthly.
V. TERM OF CONTRACT: This contract begins when fully executed by both parties and terminates on
12/31/2017 or when otherwise terminated as provided in this Agreement.
VI. LEGAL AUTHORITY:
THE PARTIES certify that the services provided under this contract are services that are properly within the
legal authority of the Contracting Parties.
The governing body, by resolution or ordinance, dated .20 • / 7 , has authorized the Local
Government to obtain the services described in Attachmen A.
This contract incorporates the provisions of Attachment A, Scope of Services, Attachment B, Budget,
Attachment C, General Terms and Conditions, Attachment D, Resolution or Ordinance and Attachment E,
Location Map Showing Project.
CITY OF PEARL
By
OR Z SIGNATURE
PeV4SD,J 644n%aN7'
TYPED 6- . R • TED NAME AND TITtyE'
Title!� ' '.7/ c•q
FOR THE STA E OF TEXAS
Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose
and effect of activating and/or carrying out the orders, established policies or work programs heretofore
approved and author - ..y the Texasransportation Commission.
Date 6. • • l7
By
Kenne'r-Stewa
Director of Contract Services
1nterlocal—I nterlocal_TxD OT
Date
60M
Page 1 of 1 Revised 08/26/2016
Contract No 46-5ILF6015
ATTACHMENT A
Scope of Services
The Texas Department of Transportation (TxDOT) agrees to perform material inspection and testing services as
requested by the Local Government, and subject to the terms set forth below. Material inspection and testing
services to be performed by TxDOT consists of the following:
• Various inspected materials fabricated off-site (structural steel bridge components, pre -cast concrete
stressed/non-stressed products, and miscellaneous fabricated products).
• Other materials inspection and testing as agreed upon in writing by TxDOT and the Local Government.
Inspections will be performed in compliance with the specifications and instructions supplied by the Local
Government and are subject to the terms and conditions described below. Written inspection or test reports
will be provided to the Local Government in accordance with TxDOT's existing policies as inspection and
testing services are performed by TxDOT.
Prior to the commencement of material inspection and testing services, the Local Government shall provide
TxDOT with a single point of contact for this scope of services. TxDOT will direct all invoices, test reports,
questions and other issues to this point of contact. The Local Government shall provide an email address to
which invoices will be sent. The Local Government shall provide written notification of a change to the point of
contact.
INSPECTED MATERIALS
The Local Government will provide TxDOT a list of the materials requiring inspection. Estimated quantities of
each material will also be provided. The types of products and the extent of the inspections will be as agreed
upon prior to commencement of any inspections. The level of inspection and documentation furnished for
Local Government inspections will be as provided for typical TxDOT projects.
TxDOT will only perform inspection services for the Local Government at structural steel fabrication plants,
commercial precast prestressed and non-stressed concrete products plants, and other miscellaneous
fabrication plants where TxDOT routinely provides such inspection and testing services for its own highway
materials or for others. Out-of-state inspections for Local Government will be performed only when TxDOT has
employees scheduled to conduct inspections for TxDOT projects at the requested locations, unless agreed
upon otherwise. All out-of-state inspections will require reimbursement of the additional costs for travel
(airfare, lodging, per diem, vehicle rentals, and other miscellaneous costs). Reimbursement will be requested
through invoices from TxDOT.
TxDOT reserves the right to prioritize or reschedule any inspection and testing services according to the
following:
• Inspection and testing services may be cancelled or deferred due to unavailability of TxDOT personnel
to perform the necessary inspection
• Inspections for the Local Government will be given lower priority than inspections performed by TxDOT
for TxDOT projects
• Inspections for the Local Government may be rescheduled to coincide with the inspection of products
for TxDOT projects.
The Local Government and its fabricators will abide by the Nonconformance Report (NCR) process utilized by
TxDOT for disposition of products that do not meet the requirements of the Local Government's specifications
provided.
Interlocal—I nterlocal_TxDOT
Page 1 of 2 Attachment A
Contract No 46-5ILF6015
WORK REQUESTS
A minimum of two (2) weeks prior to TxDOT performing any inspections, the Local Government will submit
Work Requests to TxDOT. Submit one Work Request per Fabricator and include the following:
• Project information (i.e. contract number, CSJ, etc.)
• Work description
• Type and estimated quantity of material(s) to be inspected
• Fabricator information (Name, contact person, phone number, physical location)
• Desired date of inspection
• Name, title, signature, and telephone number of the Local Government's authorized representative.
• Specification Item or Special Specification to be used for inspection
• List of the Local Government's amendments to Specification Item
• Local Governments Special Specifications
• Complete set of necessary design drawings, material specifications, and shop drawing files in Adobe
.pdf format to perform inspection of the material.
Incomplete Work Requests will not be accepted. E-mail completed Work Requests, with attachments, as an
Adobe .pdf format to CST_Structuralcorrespondence@txdot.gov and include "Work Request" in the subject
line.
TEST REPORTS
TxDOT will send test reports and pertinent information to the Local Government's designated point of contact
for services performed as attachments to invoices for services.
Interlocal—I nterlocal_TxDOT
Page 2 of 2 Attachment A
Contract No 46-5ILF6015
ATTACHMENT B
Texas Department of Transportation Inspection & Testing Rates
TxDOT will only perform inspection and testing services outlined in Attachment A.
Charges will be based on rates in effect at the time inspection and testing services are performed.
Current Inspection and Testing Rates are published at
htto:/lfto.dot.state.tx.us/oub/txdot-info/cst/insoection testino.Ddf
Invoices will be sent to the Local Government on a monthly basis. Payments are due within 30 days of date of
invoice and will be mailed to the following address:
Texas Department of Transportation
P. O. Box 149001
Austin, Texas 78714-9001
Interlocal—I nterlocal_TxDOT
Page 1 of 1 Attachment B
Contract No 46-5ILF6015
ATTACHMENT C
General Terms and Conditions
Article 1. Amendments
This contract may only be amended by written agreement executed by both parties before the
contract is terminated.
Article 2. Conflicts Between Agreements
If the terms of this contract conflict with the terms of any other contract between the parties, the most
recent contract shall prevail.
Article 3. Disputes
TxDOT shall be responsible for the settlement of all contractual and administrative issues arising out
of procurements entered in support of contract services.
Article 4. Ownership of Equipment
Except to the extent that a specific provision of this contract states to the contrary, all equipment
purchased by TxDOT under this contract shall be owned by TxDOT.
Article 5. Termination
This contract terminates at the end of the contract term, when all services and obligations contained
in this contract have been satisfactorily completed, by mutual written agreement, or 30 days after
either party gives notice to the other party, whichever occurs first.
Article 6. Gratuities
Any person who is doing business with or who reasonably speaking may do business with TxDOT
under this contract may not make any offer of benefits, gifts, or favors to employees of TxDOT. The
only exceptions allowed are ordinary business lunches and items that have received the advanced
written approval of the Executive Director of the Texas Department of Transportation.
Article 7. Responsibilities of the Parties
Each party acknowledges that it is not an agent, servant, or employee of the other party. Each party
is responsible for its own acts and deeds and for those of its agents, servants, or employees.
Article 8. Compliance with Laws
The parties shall comply with all federal, state, and local laws, statutes, ordinances, rules, and
regulations and with the orders and decrees of any courts or administrative bodies or tribunals in any
manner affecting the performance of this agreement.
Article 9. State Auditor's Provision
The state auditor may conduct an audit or investigation of any entity receiving funds from TxDOT
directly under the contract or indirectly through a subcontract under the contract. Acceptance of
funds directly under the contract or indirectly through a subcontract under this contract acts as
acceptance of the authority of the state auditor, under the direction of the legislative audit committee..
to conduct an audit or investigation in connection with those funds. An entity that is the subject of an
audit or investigation must provide the state auditor with access to any information the state auditor
considers relevant to the investigation or audit.
Interlocal—Interlocal TxDOT
Page 1 of 2 Attachment C
Contract No 46-5ILF6015
Article 10. Signatory Warranty
Each signatory warrants that the signatory has necessary authority to execute this agreement on
behalf of the entity represented.
Article 11. Notices
All notices to either party shall be delivered personally or sent by certified U.S. mail, postage prepaid,
addressed to that party at the following address:
Local Government:
TxDOT:
City of Pearland
3519 Liberty Drive, Suite 300
Pearland, TX 77581
Texas Department of Transportation
7600 Washington Ave
Houston, TX 77007
1
All notices shall be deemed given on the date delivered in person or deposited in the mail. Either party
may change the above address by sending written notice of the change to the other party. Either party
may request in writing that notices shall be delivered personally or by certified U.S. mail, and that
request shall be carried out by the other party.
Interlocal—I nterlocal_TxDOT
Page 2 of 2 Attachment C
Contract No 46-5ILF6015
ATTACHMENT D
RESOLUTION NO. R2017-55
A Resolution of the City Council of the City Of Pearland, Texas, authorizing the
City Manager or his designee to enter into an Interlocal Agreement for the the
Fite Road Extension Project with the Texas Department of Transportation
(TxDOT).
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Interlocal Agreement by and between the City of Pearland and
TxDOT, 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 an Interlocal Agreement with TxDot.
PASSED, APPROVED and ADOPTED this the 20th day of March, A.D., 2017.
ATTEST:
ING,
APPROVED AS TO FORM:
D RR IJM.CO E�
CITY ATTORNEY
erm
TOM REID
MAYOR
Contract No 46-5ILF6015
ATTACHMENT E
Location Maps Showing Project
CITY OF PEARLAND
Fite Road Extension
1 Inch = 500 feet
()CT 201 5
cis DEPARTMENT
TL:. p.ed.t .. W oce.n.ax.I purposes
en. nel ..t have been 1."p. nJ Iw er `.
+pure.. It den net ..pr.+ext an .n the
ground ,Irv.y and n'ptexM. u.tl1 the
epl.tmm.te Man keen .a et p.ueet i.
tito,e..;n
Interlocal—Interlocal_TxDOT Page 1 of 1
Attachment E
ATTACHMENT A
Scope of Services
Contract No
Page 1 of 6
Texas Department of Transportation
Inspection & Testing Rates
Asphalt Laboratory
MWpf j )
Asphalt (AC. Emulsion, Cutback)
Asphalt (PG)
Backerboard
Bituminous Adhesive for Pavement
Bituminous Adhesive for Pavement
Crack Sealers, All Types
Hard Residue Surface Sealant (AC.
Joint Sealer, Class 1, 2, 3
Joint Sealer, Class 4, 5, 7, 8
Joint Sealer, Class 9 & 10
Preformed Fiber Material
Markers (Basic Tests)
Markers (Extraction of Base/filler)
Emulsion, Cutback,HRSS)
V11 it
(est
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Rate (S/Unit\\t
S 155.i)bUUll
$ 300.00000
S 66.00000
$ 230.00000
S 230 00000
$ 230.00000
S 165 00000
S 230.00000
S
365 00000
$ 200.00000
S 50 00000
Last Update
08/02 2U08
08/01/2008
08/01/2008
08/01/2008
08/08!2008
08/01/2008
04/16/2010
08/01/2008
08/01/2008
01/01/2008
01/01/2008
Chemical Laboratory
Material
1, 1, 1, Trichlorethane
Acid Insolubles in Aggregate
Aluminum Sign Blanks
Asphalt Extraction Solvent
Binder for Producing Grout or Concrete (Type VIII)
Bridge Deck Sealant and Adhesive (Type IV)
Concrete Adhesive (Type V)
Concrete Patching Material
De-icing Salt
Dowel & Tie Bar Adhesive/Epoxy (Type III)
Elastomenc Bearings (Laminated)
Elastomeric Bearings (Plain)
Elastomeric Bearings (Sliding)
Elastomeric Concrete Type I
Emulsifying Agent & Detergent
Epoxy - Segmental
Epoxy for Crack Injection type IX
Epoxy for Crack Injection Type IX
Epoxy Type V
Epoxy Type VII
Fabric Joint Undersea!
Fabric Underseal
Filter Fabric
Geogrid
Lime
Lime - Type B
Polyethylene Plastic Bags
Preformed Joint Seal and Adhesive
Quick Lime
Salt
Sift Fence
Spelter Test
Traffic Cones
Unit
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Each
Each
Test
Test
Test
Test
Test
Each
Test
Test
Test
Test
Test
Test
Test
Test
Test
Rate(S/Unit)
S 200.00000
S 150.00000
S 300.00000
S 300.00000
S 550.00000
S 550.00000
S 550.00000
5 550.00000
5 500.00000
$ 550.00000
S 850.00000
$ 850.00000
S 850.00000
$ 550.00000
S 200.00000
$ 550.00000
5 550.00000
$ 550.00000
5 550.00000
S 550.00000
5 300.00000
S 300.00000
5 300.00000
$ 550.00000
5 200.00000
S 250.00000
S 150.00000
S 250.00000
S 200.00000
$ 350.00000
S 300.00000
$ 150.00000
S 350.00000
Last UnI
o vo
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
01/01/2008
09/01/2012
09(01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
Printed By: arodril Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7/13/2016
Interlocal -I nterlocal_TxDOT
Page 1 of 6 Attachment A
Contract No
Page 2 of 6
Texas Department of Transportation
Inspection & Testing Rates
Traffic Marker Adhesive (Type II)
Vehicle Loop Sealant
Water Analysis
Waterproofing Membrane
Coatings & Traffic Materials
Test S 550.00000 09/01/2012
Test S 550.00000 09101/2012
Test S 300.00000 09/01/2012
Test S 300.00000 09/01/2012
Material Unit Rate i$(tnit) �. fvfie
U G
Anti -graffiti Paint Test $ 1 UuuO
Barrier Reflectors and Object Markers Test $ 200.00000 04/01/2016
Coatings for Concrete, Clear Test S 150.00000 01/01/2008
Concrete Paint Test $ 370.00000 04/01/2016
Concrete Surface Treatment, Penetrating Test $ 165.00000 04/01/2016
Epoxy Powder Coating for Reinforced Steel Test S 100.00000 04101/2016
Flexible Delineator Posts Test S 100.00000 01/01/2008
Full Evaluation of New License Plate Sheeting (all tests in specification) Test S 460.00000 09/01/2012
Glass Traffic Beads Test S 150.00000 01/01/2008
Liquid Membrane Forming Compound for Curing Concrete Test $ 700.00000 04/01/2016
Opaque Concrete Sealer Test $ 420.00000 04/01/2016
Overhead Sign Background Coatings Test S 100.00000 01/01/2008
Paint - Project Test $ 290.00000 04/01/2016
Pavement Markers Test S 250.00000 01/01/2008
Pavement Marking Tape Test S 75.00000 09/01/2012
Reflective Sheeting Test $ 250.00000 04/01/2016
Reflective Traffic Cone Sleeves Test S 100.00000 01/01/2008
Retroreflective Prefabricated Pavement Marking Material Test S 100.00000 01/01/2008
Routine Retro & Color Test for License Plate Sheeting & Standard Test $ 80.00000 04/01/2016
Completed License Plates
Routine Test Retro, Color, and WOM Testing Test S 175.00000 09/01/2012
Structural Paints Test $ 475.00000 04/01/2016
Temporary Flexible -Reflective Roadway Marker Tabs Test $ 100.00000 01/01/2008
Thermoplastic Pavement Marking Material Test $ 500.00000 04/01/2016
Traffic Buttons Test $ 130.00000 04/01/2016
Traffic Paint Tett $ 265.00000 (14/01/.2016
Flexible Pavements
Material
Bulk Specific Gravity of Molded Specimen (set of 3)
Coverstone
Moisture Content
Molding (Set of 2) Superpave
Molding (Set of 3) Texas
Pre -Coated Coverstone
Pre•Mix
Rapid Curing Patching Mix
Rapid Curing Patching Mix
Sieve Analysis
Synthetic Aggregates
Printed By: arodril
Interlocal -I nterlocal_TxDOT
Y�1
Ton
Test
Test
Test
Ton
Ton
Pound
Test
Test
Cubic yard S 0.19000 0110112008
S Rate e
4 (`)t) IA U (I ? UU2S
$ 0.63000 01/01/2008
S 25.00000 01/01/2008
S 100.00000 08/01/2008
S 60.00000 08101/2008
S 0.63000 01/01/2008
S 0.63000 01/01/2008
S 0.06000 08/01/2008
S 650.00000 08/01/2008
S 50.00000 08/01/2008
Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7/13/2016
Page 2 of 6 Attachment A
Contract No
Page 3 of 6
Texas Department of Transportation
Inspection & Testing Rates
Test S 60.00000 08101(2008
Theoretical Maximum Specific Gravity
Geotechnical Soils & Aggregates
riir ear Shrinkage
Coarse Aggregate Analysis
Concrete Aggregates
Consolidation/Swell
Decantation
Deleterious Materials
Differential Wear
Differential Wear (W.O.Polish
Direct Shear
Fine Aggregate Analysis
Flakiness Index
Fly Ash, Part II
Freeze - Thaw
Hydrometer Analysis
Lime Fly Ash, Part I
Los Angeles Abrasion
Natural Aggregates
Organic Impurities
Particle Count Test
Percent Limestone
Polish Value
Pressure Slaking
Resistivity of Soils
Sand Equivalent Value
Screen Analysis
Soil Constants
Soil Permeability
Soil pH
Soundness
Specific Gravity
Triaxial. Consolidated - Undrained
Triaxial, TEX-117-E
Triaxial, Unconsolidated - Undrained
Unit Weight
Wet Ball Mill
Sulfate Content in Soils
Conductivity of Soil
Organic Test (using UV -Vis)
Petrographic Analysis
Linear Traverse
Modified Point Count
Flat and Elongation
Micro-Deval
Crushed Face Count
Value)
Printed By: arodril
Interlocal-Interlocal_TxDOT
nor -
Unit Rate (,Vyl l t
Test S 116.15 g1)
Test S 56.00000
Cubic yard S 0.05000
Test S 375.00000
Test S 25.00000
Test 5 25.00000
Test S 29.00000
Test 5 175.00000
Test S 200.00000
Test S 50.00000
Test 5 38.00000
Test 5 200.00000
Test S 94.00000
Test S 240.00000
Test S 1,200.00000
Test S 44.00000
Cubic yard S 0.01900
Test S 20.00000
Test S 13.00000
Test S 75.00000
Test S 188.00000
Test 5 63.00000
Test S 80.00000
Test S 28.00000
Test S 90.00000
Test S 180.00000
Test S 94-00000
Test S 70.00000
Test S 75.00000
Test S 33.00000
Test S 600 00000
Test $ 600.00000
Test S 44.00000
Test S 25.00000
Test 5 140.00000
Test S 140.00000
Test S 60.00000
Test S 90.00000
Test S 280.00000
Test 5 280.00000
Test S 175.00000
Test S 36.29000
Test 5 55.00000
Test S 36.29000
Last Update
09/01/2012
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
09/01/2012
01/01/2008
01/01/2008
11/19/2009
01/01/2008
11/19/2009
11/19/2009
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
01/01/2008
09/01/2012
01/01/2008
09/0112012
09/01/2012
01/01/2008
09/01/2012
01/01/2008
01/01/2008
09/01/2012
11/19/2009
01/01/2008
01/01/2008
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09/01/2012
09101/2012
09/01/2012
09/01/2012
09/01/2012
Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7/13/2016
Page 3 of 6 Attachment A
Texas D
Inspection & Testing Rates
Contract No
Page 4 of 6
F of Ti ion
Miscellaneous
Material yji+ Rate (S/Uni Last Up
All Materials Sampling S 27.50ob 01/0ajg
Bridge Inspection HR $ 33.33000 01/01/2008
Bridge Inspection - Overtime HR S 49.99500 01/01/2008
Specification Development & Engineering Services HR S 61.13000 09/01/2012
Technical Writing Services HR S 37.34000 09/01/2012
Pavements
Material
Ride Quality Test 1001-S
Unit Rate (S/Unit) Last Update
Test S 250.00000
Rigid Pavements & Concrete Materials
41/14-4( ++ Rate (S/ {� Last Update
Conee 1 Absorption Test S 23. Ut t)�
Metal Charpy Impact Test S 122.00000 09/01/2012
Concrete Compression Test Test S 34.00000 09/01/2012
Concrete Chloride Content (prep & analysissingle measurement) Test S 95.00000 09/01/2012
Concrete M.O.E. Test S 75.00000 09/01/2012
Metal Low -Relaxation Strand Test S 69.00000 09/01/2012
Metal Multi -Piece Tie Bar Test $ 45.00000 09/01/2012
Cement Sand Bnquettes Test S 50.00000 09/01/2012
Metal Strand Tension Test Test S 39.00000 09/01/2012
Metal Tension Test Test S 48.00000 09/01/2012
Cement Chemical Analysis - Insoluble Residue Test S 438.69000 09/01/2012
Cement Density by Pycnometer Test S 78.12000 09/01/2012
Cement Early Stiffening (Paste Method) Test S 125.19000 09:01/2012
Cement Fineness by Arc -Permeability Apparatus Test S 78.12000 09/01/2012
Cement Mortar Compressive Strength Test S 250.38000 09.01/2012
Cement Paste Normal Consistency Test S 125.19000 09/01/2012
Cement Time of Setting by Vicat Needle Test S 250-38000 09.'01/2012
Cement/Pozzolan Air Content of Mortar Test S 125.19000 09/01/2012
CementlPozzolan Autoclave Expansion Test S 344.53000 09101/2012
Cement/Pozzolan Available Alkalies Test $ 360.06000 09/01/2012
Cement'Pozzolan Chemical Analysis - Loss on Ignition Test S 109.16000 09/01/2012
Cement/Pozzolan Chemical Analysis -XRF Analysis Test $ 171.75000 09/01/2012
Cement/Pozzolan Density - ycnometer Test S 78.12000 09/01/2012
Cement/Pozzolan Fineness by the 45 pm (No. 325) Sieve Test 5 78.12000 09/01/2012
Cement/Pozzolan ICP -MS Test 5 500.00000 09/01/2012
Cement/Pozzolan Ion Chromatography (anion or cation) Test 5 65.00000 09/01/2012
Cement/Pozzolan Isothermal Calorimetry Test S 1.185.73000 09/01/2012
Cement/Pozzolan Laser Particle Size Analysis Test S 124.68000 09/01/2012
Cement/Pozzolan Moisture Content Test S 109 16000 09/01/2012
Cement/Pozzolan Shrinkage of Mortars Test $ 250.38000 09/01/2012
Cement'Pozzolan/Soil TGA/DSC Test S 155 72000 0901/2012
Cement/Pozzolan Strength Activity Index Test S 360.06000 09/01/2012
Cement/Pozzolan X -Ray Diffraction Test S 809.12000 0901/2012
Concrete Admixture Density Test S 25.00000 09/01/2012
Printed By: arodril
Interlocal-Interlocal_TxDOT
Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7/13/2016
Page 4 of 6 Attachment A
Contract No
Page 5 of 6
Texas Department of Transportation
Inspection & Testing Rates
Concrete Admixture FTIR Test S 150.00000 09/01/2012
Concrete Admixture pH Test $ 50.00000 09/01/2012
Concrete Admixture % Solids Test S 109.16000 09/01/2012
Concrete Average Residual Strength (Fab and Testing) Test S 650.00000 09/01/2012
Concrete Coefficient of Thermal Expansion Test $ 200.00000 09/01/2012
Concrete Compression test of Drilled Cores Test S 32.00000 09/01/2012
Concrete Length Change due to ASR (CPT) Test S 1,750.00000 09/01/2012
Concrete Potential Alkali Reactivity of Aggregate (AMBT) Test S 700.00000 09/01/2012
Concrete Rapid Chloride Permeability Testing Test S 150.00000 09101/2012
Concrete Sample Fab (COTE, Compression, Flexural, MoE. Splitting Test S 275.00000 09101/2012
Concrete Shrinkage Test S 225.00000 09/01/2012
Concrete Slant Shear Test S 175.00000 09101/2012
Concrete Splitting Tensile Strength Test S 45.00000 0901/2012
Core Drilling (not including travel time and charges) HR 5 45.00000 09/01/2012
Metal Beam Guard Fence Test S 81.00000 09101/2012
Metal Bolts/Nuts Rotational Capacity AV. Test S 27.00000 09/01/2012
Metal Chain Test S 33.00000 09/01/2012
Metal Grader Blades . -.. - Test S 42.00000 09/01/2012
Metal Hardness (Brn & Hr) without surface preparation Test 5 33.00000 09101/2012
Metal Hardness (Brn & Hr) with surface preparation Test S 71.00000 09/01/2012
Metal High Strength Bolts Test S 54.00000 09/01/2012
Metal High Strength Bolts Nuts Test 5 42.00000 09/01/2012
Metal High Strength Washers Test S 24.00000 09/01/2012
Metal Mechanical Couplers Test S 98.00000 09/01/2012
Metal Reinforcing Steel Test S 54.00000 09/01/2012
Metal Sheet for CMP Test S 81.00000 09/01/2012
Metal Stainless Steel Wire Rope Test S 45.00000 09/01/2012
Metal Welded Wire Reinforcement Test 5 60.00000 09/01/2012
PVC Conduit Test S 60.00000 09/01/2012
Structural
Material Unit Ratet Last 4,?clate
Anchor Bolts - OSSB, Poles, etc. Each 5 � 091(10202
Bridge Mounted Sign Post Pound S 0.67914 09/01/2012
Bridge Rail Post Each S 2.03742 09/01/2012
Bridge Rail Tube Linear Foot S 2.46960 09/01/2012
Concrete Box Culverts Linear Foot S 1.08045 09/01/2012
Disc/Pot Bearing Each $ 123.48000 09/01/2012
Elastomeric Bearings (Laminated) Each S 3.08700 09/01/2012
Elastomeric Bearings (Plain) Each 5 1.23480 09/01/2012
Elastomeric Bearings (Sliding) Each S 39.45186 09/01/2012
Elastomeric Laminated Beanng Assembly Each S 61.74000 09/01/2012
High Mast Illumination Assembly Ring Each $ 59.57910 09101/2012
High Mast Illumination Poles Each S 148.17600 09/01/2012
Large Roadside Sign Supports Pound 5 0.67914 09101/2012
Mast Arms Each S 17.34894 09/01/2012
Misc. Structural Steel Pound 5 0.04445 09101/2012
Precast Concrete Arch Unit Linear Foot $ 12.59496 09/01/2012
Precast Concrete Columns for Sound Walls Linear Foot $ 0.42601 09/01/2012
Precast Concrete Coping Linear Foot S 0.42601 09/01/2012
Printed By: arodril Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7113/2016
Interlocal-Interlocal_TxDOT
Page 5 of 6 Attachment A
Contract No
Page 6 of 6
Texas Department of T , ... ion
Inspection & Testing Rates
Precast Concrete Wall Panel (Non Standard) Square Foot S 1 23480 09101/2012
Precast Headwalls Each $ 63.09828 09/01/2012
Precast Wall Panels Square Foot S 0 08026 09101/2012
Precast Sound Wall Panels Square Foot S 0.08026 09/01/2012
Prestressed Concrete Box Beams Linear Foot S 1.42002 09/01/2012
Prestressed Concrete Panels Sq. Foot S 0.06174 09/01/2012
piling Linear Foot S 0.42601 09/01/2012
Prestressed Concrete Sheet Piling Sq. Foot S 0.15435 09/01/2012
Prestressed Concrete Tee, Slab, & I -Beams Linear Foot S 0.92610 09101/2012
Prestressed Concrete Trap. Beams Linear Foot S 4.50000 01/01/2008
Prestressed Concrete U Beams Linear Foot S 1.54350 09,01/2012
Railing Linear Foot S 0.49392 09/01/2012
Poles Each S 29.94390 09/01/2012
Segmental Prestressed Units Linear Foot S 88.00000 01/01/2008
Sign Support Bridges Linear Fool S 2.59308 09'01/2012
Sign Walkway Linear Foot S 0.79350 09/01/2012
Signs Sq Foot S 0.49392 09/01/2012
Structural Steel Bridge Girders Pound S 0.01605 09/01/2012
T-6 Rail Steel Line Post Each S 2.03742 09/01/2012
T-6 Rail Tube Linear Foot $ 2.46960 09/01/2012
Treated Timber Post (Old Rate) Each S 0.81500 09/01/2012
Printed By: arodril
Interlocal—I nterlocal_TxDOT
Please Call (512) 506-5800 with any questions concerning these rates. Printed: 7/13/2016
Page 6 of 6 Attachment A
Item Number
Item
Desc.
ATTACHMENT B
Budget
Description
Unit
Contract No
Unit Price
Quantity
to
Inspect
Item Cost
4006 6013 $
Pre -cast soundwall panels SF 0.08 8000.00 $ 642.08
4006 6013 $
Pre -cast soundwall columns LF 0.43 400.00 $ 170.40
4006 6013 Pre -cast coping LF $ 800.00
0.43 $ 340.81
0686 6029 Install Traffic Signal Arm (Mast Arm)
0686 6031 Install Traffic Signal Arm (Mast Arm)
0686 6033 Install Traffic Signal Arm (Mast Arm)
0686 6035 Install Traffic Signal Arm (Mast Arm)
EA
EA
$ 1.00
17.35 $ 17.35
$ 1.00
17.35 $ 17.35
$
EA 17.35 1.00 $ 17.35
$
EA 17.35 1.00 $ 17.35
02630
Concrete Box Culverts (9' x 4')
$
LF 1.08
1502.00 $ 1,622.84
nterloca I—I nterlocal_TxDOT
TOTAL COST =
Page 1 of 1 Attachment B
$ 2,845.52
Contract No
ATTACHMENT C
General Terms and Conditions
Article 1. Amendments
This contract may only be amended by written agreement executed by both parties before the
contract is terminated.
Article 2. Conflicts Between Agreements
If the terms of this contract conflict with the terms of any other contract between the parties, the most
recent contract shall prevail.
Article 3. Disputes
TxDOT shall be responsible for the settlement of all contractual and administrative issues arising out
of procurements entered in support of contract services.
Article 4. Ownership of Equipment
Except to the extent that a specific provision of this contract states to the contrary, all equipment
purchased by TxDOT under this contract shall be owned by TxDOT.
Article 5. Termination
This contract terminates at the end of the contract term, when all services and obligations contained
in this contract have been satisfactorily completed, by mutual written agreement, or 30 days after
either party gives notice to the other party, whichever occurs first.
Article 6. Gratuities
Any person who is doing business with or who reasonably speaking may do business with TxDOT
under this contract may not make any offer of benefits, gifts, or favors to employees of TxDOT. The
only exceptions allowed are ordinary business lunches and items that have received the advanced
written approval of the Executive Director of the Texas Department of Transportation.
Article 7. Responsibilities of the Parties
Each party acknowledges that it is not an agent, servant, or employee of the other party. Each party
is responsible for its own acts and deeds and for those of its agents, servants, or employees.
Article 8. Compliance with Laws
The parties shall comply with all federal, state, and local laws, statutes, ordinances, rules, and
regulations and with the orders and decrees of any courts or administrative bodies or tribunals in any
manner affecting the performance of this agreement.
Article 9. State Auditor's Provision
The state auditor may conduct an audit or investigation of any entity receiving funds from TxDOT
directly under the contract or indirectly through a subcontract under the contract. Acceptance of
funds directly under the contract or indirectly through a subcontract under this contract acts as
acceptance of the authority of the state auditor, under the direction of the legislative audit committee,
to conduct an audit or investigation in connection with those funds. An entity that is the subject of an
audit or investigation must provide the state auditor with access to any information the state auditor
considers relevant to the investigation or audit.
Interlocal—I nterlocal_TxDOT
Page 1 of 2 Attachment C
Contract No
Article 10. Signatory Warranty
Each signatory warrants that the signatory has necessary authority to execute this agreement on
behalf of the entity represented.
Article 11. Notices
All notices to either party shall be delivered personally or sent by certified U.S. mail, postage prepaid,
addressed to that party at the following address:
Local Government:
TxDOT:
City of Pearland
3519 Liberty Drive, Suite 300
Pearland, TX 77581
Texas Department of Transportation
7600 Washington Ave
Houston, TX 77007
All notices shall be deemed given on the date delivered in person or deposited in the mail. Either party
may change the above address by sending written notice of the change to the other party. Either party
may request in writing that notices shall be delivered personally or by certified U.S. mail, and that
request shall be carried out by the other party.
Interlocal—I nterlocal_TxDOT
Page 2 of 2 Attachment C