The URL can be used to link to this page

Home My WebLink AboutContract 35241��r9��' ��. � TO �1i1� �ECR�iAR� CON`il�►CT N�. J��v� ,�� STATE OF iEXAS § § CIiY SECRETARY COIVTFZACT NO � O��tI COUNTY OF TARRANT § _ WHEREAS, the City ofi �ort Worth ("Cit�') and Ellerbee-Walczak, Inc. ("Laboratory") _,,-. made and entered into City Secretary Contract No. -:' :-�_• ;�L (the °Agreement") authorized by . r: <-�� l =«�' 't 1 /. � // <• City Council via M&C C=2'F=1-96-on Deee�f�e�1-3�605; and WHEREAS, the Agreement involves geotechnical and material testing senrices; and WHEREAS, it has become necessary to execute Amendment No. 1 to said Agreement to correct a typographical/formatting error shawn on Attachment "B" to fhe Agreement. NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the following agreement that amends the Contract: i� In order to rectify a typographical/formatting error, Attachment "B" of the Agreement is replaced with Attachment "B" aftached hereto and incorporated herein. 2. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect. (REMAINDER OF PAGE INTENTIONALLY LEFT BLAN� ��• =� � �;, l �,r4, =: �:�<, 4 � ��a �r �f � ��:7 » �� '� .:'c1 �'::i +p+: � - � �• r, �( j��;' (�,�.t"��iii ;S� '�� (j��t� , L:�� c:,�i„��l„iIi-,�;�,� � ,�? � � j i � �j (�,�c1 C , . . ! ,_. . . -1- � o��Na � I \ EYECUTED on zhis the �r� day o� , 2007, in Fort Worth, Tarrant County, Texas. ATTESi: CITY OF FORT WORTH: � Marty Hendri Marc A. Ott City Secretary Assistant City Manager APPROVAL RECOMMENDED: � Doug Rademaker, Director Department of Engineering _ �, ; �I� �'�� ` ��,�� 1F�� _ ~1_..�.� Approved a�..to Form and `Legality: ;�� =i L r�..�y j � � � �. f �t ,Cz Amy J: Rarhsey Assistant City Attorney � .- . . _. •_ Ellerbee-Walczak, Inc. : / / ��. i � � / - �../ i / . .. 4 f��' ' �e..=..� -2- ; rr�� ., . ;;;;�;;:� t� � ' .�. U'� �.,5 �7 ;;,�. •.::�.:;�,i��1� �J I`,n , u: �:''.�:i1il'h��j IJ'�%+` � :i "`._,.,�.. _:_�. , _. _ . A�A��M�N� � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Concrete Compression Test Cylinders (Min. 4 per set), each $15.00 Air ContentlSlump/Temperature/Next Day Cylinder Pick up, hour $35.00 (M;n 3 hours) Flexural Beams, each $25.00 *** Coring (4" DIA to 6" depth 4/trip) ***$56.00 �M� 4 per trip) per add inch $6.00 2" Coring for de th isolation to 6" each additional inch $40.00 � 4 per h-ip) Thiclaiess Measurement, each $8.00 Patching of Core Holes, each $6.00 Coring Technician Time, hour $35.00 Flexural Test of Beams, each $25.00 Com ression Test C linders, each Sawing and/or Capping Cores & Cylinders, each $55.00 Com ression Test of Cores, each Compression Test Specimen Hold Mix Desi Review, each $100.00 Mix Design Formulation w/Aggregate Tests Include Specific Gravity/Sieve $550.00 AnalysislCTnit WT-200, each Additional Mix Besign Utilizing Above Mix Analysis, each $200.00 Mix Design Formulation Revision, each $200.00 Engineering Tech (NICET) for Quality Assurance Monitoring of Onsite Work, $45.00 hour Pre- our Reinforcing Steel Placement Ins ection, hour $35.00 Sam ling for In lab Test, hour $40.00 E ui ment Charge N/C Minimum Vehicle Charge $25.00 Batching Mix Design in Preparation for Making Lab Confirmation Cylinders $35.00 or Beams, hour Batch Plant Observation Supporting Concrete Placement, hour $45.00 Concrete Flatness, Sq. Ft. per sq. ft. $0.02 min. $500.00 Certified Welding Ins ector, hour $55.00 Field Gradation E ui ment, test N/C 31um Test, each $15.00 *** Includes Cost of Technician Time Coring and Patching Core Holes . _ � � �� ,�� i . � � . � + �� _, ��' � _, J � � � /��Cr r•� I . ��,� I 'I'I`' `�' 'i '�'�i� , . i.7: : � �� }.l, � Pa e 1 of 5 � "��' +i,`:��" �� ;��'� ` g `': `' „1c �� ,�� ,2 � , , J� � � � _.� . �_._._.___.� A`��C��f�� FEE SCHEDULE For Construction Material Testing and Geotechnical Borings HMAC ++ Density Nuclear Method, hour ++ $45.00 Core In place Density, each $32.00 Coring HMAC Technician Time, hour Core Depth Measurement, core Patching Core Holes, each $56.00 (Min 4/trip) Min Vehicle Charge 4" DIA./6" De th, core $40.OQ Each Additional Inch, Inch $6.00 *** Rolling Pattern Nuclear Gauge, hour *** $45.00 Nuclear Moisture DensiTy Gauge, da $50.00 E�ctraction and Gradarion, each $170.00 Lab Density, each $40.00 Stability Test, each $160.00 Maxunum S ecific Gravity, each $75.00 Dis osal Fee N/C Batch Plant Hot Bin Analysis, each $55.00 IVlaterial Sam Ling For In Lab Tests, hour n40.00 *** Includes Gauge Charge ++ First hour and half $135.00 any additional time after that is $45.00 per hour, (includes Technician Time, Trip and Gauge Charge). Page 2 of 5 , �_... � . rN l '� � : � �V !; l ;� �t'<T�:� ��,1}, ,.�, _ - �1� � :r�i ��,.�5�� iu�i! _,i1 , ��`., '� '!"�'�'% ,tiy� :....�I,,�. ��5r��? . I"�L- .,�'��i:UrL� (�:.�i'�� R__�, —..�..� _--� :1� _ � :a, ' _ __ t `t ` �_� FEE SCHEDUL� For Construction Material Testing and Geotechnical Borings Page 3 of 5 ��N� � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Geotechnical Undisturbed Soil Sample, each $11.00 (per ft.) Visual Classification, each $10.00 Classification AST'M D-2487, each $105.00 Sam le Extrusion, each N/A Sam le Pre aration, each $10.00 Atterburg Limits RAW PI, each $45.00 Soil w/Additive, eacb $50.00 Bar Lineal Slu•inkage, each $16.00 Moisture Density Relationship (Proctor) $145.00 Standard (ASTM D-698), each Moisture Density Relationship (Proctor) $175.00 Modified (ASTM D-1517), each THD 113E, each $180.00 Unit Weight, each $20.00 Unit Wei t(Dry Rodded), each $20.00 -200 Sieve Analysis, each $30.00 Laborato Moisture Content, each $8.00 Sieve Analysis (Fine Aggre ate), each $60.00 Sieve Analysis (Large Aggregate), each $60.00 Sieve Analysis (F`iner than 200 Sieve), each $35.00 Lime or Cement Series Detennination (5 points), each $255.00 Optimum Lime Content, each $200.00 H Series (6 oints), each $21�.00 S ecific Gravity, each $45.00 Absorption, each $25.00 Los Angeles Abrasion (Large Aggregate), each $235.00 Los Angeles Abrasion (Small Aggregate), each $215.00 Texas Wet Ball Mill, each $175.00 Gradation (Lime or Cement Stabilized), each $30.00 (3 Min Tech Time & Tri Included) T** Limed Soil Depth Measurement, each ***$30.00 (3 Min Tech Time & Trip Included) ++ In Place Moisture Density (Nuclear Method Technician), hour ++$45.00 Grain Size Analysis (Mechanical and H drometer), each $150.00 Unconfined Com ression Test Includin Moisture, each $30.00 Unconfined Compression Test Soil, each $27.00 Unconfined Com ression Test Rock, each $35.00 Confined Compression Test (W), each $100.00 Tri�ial Test Unconsolidated Undrained, s eci $85.00 Triaxial Test Mulriple Stage, stage $300.00 Triaxial Consolidated Undrained w/Pore Pressure Measurement, speci $650.00 Triaxial Consolidated Drained Mulri le Stage, stage $650.00 Tria�cial Consolidated Drained Single Stage, stage $300.00 Tria�cial Consolidated Drained Three Stage, stage $780.00 Consolidated Test, each $350.00 Direct Shear Consolidated Drained Sand & Gravel, oint $200.00 Direct Shear Consolidated Drained Silt & Clay, point $350.00 Direct Shear Consolidated Undrained Sand & Gravel, point $175.00 Page 4 of 5 �� FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Direct Shear Consolidated Undrained Silt & Clay, point $200.00 California Bearing Rario, each $250.00 THD Triaxial, each $800.00 Percent Swell, each $80.00 Permeability Test Falling Head, each $200.00 Permeability Test Triaxial, each $300.00 Permeability Test Flex Wall, each $300.00 Permeability Test Fixed Wall, each $200.00 Permeabili Test Ciay Soils, each $290.00 Permeability Test Granular Soils, each $250.00 Permeabili Test Pressure Head wBeck Pressure Saturation, each $350.00 Elechical Resistivity, THD Method, each $100.00 Truck Mounted Mobilization, mile and trip Mile -$3.25 Tri - $250.00 Buggy/Ave Mounted, mile and trip Mile -$5.00 Tri - $350.00 Per Diem Per Man, day $85.00 Intermittent Soil Sam ling w/Truck 5' Intervals 0-25' Depth, foot $11.00 Intermittent Soil Sam ling w/Truck 5' Intervals 25-50' De th, foot $12.00 Internuttent Soil Samp�iag w/Truck 5' Intervals SQ-100' Depth, foot $15.00 Continuous Soil Sam ling w/Truck 0-10' De th, foot $15.00 Intermittent Soil Samplin w/AT'V 5' Intervals 0-25' De th, foot $12.00 Intermittent Soil Sam ling w/ATV 5' Intervals 25-50' Depth, foot $13.00 Intermittent Soil Sampling w/ATV 5' Intervals 50-100' Depth, foot $15.00 Continuous Soil Sam ling w/ATV 0-10' Depth, foot $14.00 Continuous Soil Samplin w/ATV 10-SO' De tt�, foot $18.00 Auger Drilling Without Sam le, foot $8.00 Rock Coring w/NX Size, Core Barrel0-25' De th Carbide Bit, foot $18.00 Rock Corin w/NX Size, Core Barre125-50' De th Carbide Bit, foot $20.00 Rock Coring w/NX Size, Core Barre150-75' De th Carbide Bit, foot $21.00 Rock Coring w/NX Size, Core Barre175-100' De th Carbide Bit, foot $25.00 Rock Coring w/NX Size, Core Barre150-75' Depth Diamond Bit, foot $27.00 CME 5' Continuous Sam ler 0-50' De th, run $15.00 Per FT Stand By or Access Time, hour $120.00 I?rilling w/Auger Ri , hour $150.00 Minimum Drill Fee $600.00 Post Injection Sub-grade Evaluation Per Boring Including Moisture and Free $500.00 Swell Determination Minimum Post Injection Charge $900.00 Field Time Engineer, hour $100.00 * * * Includes Gauge Charge ++ First hour and half $135.00 any additional time after that is $45.00 per hour, (includes Technician Time, Tri and Gauge Charge). Page 5 of 5