The URL can be used to link to this page

Home My WebLink AboutContract 35147AMENDMENT NO. 1 TO CITY SECRETARY CONTRACT NO.�.��Z� O STATE OF TEXAS § �� L� § CIiY SECRETARY CONTRACT NO. �1 1 COUNTY OF TARRANT § WHEREAS, the City of Fort Worth ("City") and Professional Service Industries, Inc. ("Laboratory") made and entered into City Secretary Contract No�_�� (the "Agreement") authorized by City Council via M&C C-21196 on December 13, 2005; and WHEREAS, the Agreement involves geotechnical and material testing services; and WHEREAS, it has become necessary to execute ,�lmendment No. 1 to said Agreement to correct a typographical/formatting error shown on Attachment "B" to the Agreement. NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the following agreement that amends the Contract: 1. In order to rectify a typographical/formatting error, Attachment "B" of the Agreement is replaced with Attachment "B" attached 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 BLANI� �;`��J',,•!;`'`.� :,:��;;� ;�� r� ,,: ,� :,� -•1 r R" ] �J�� ,;�,,�z�;'}1?� ;:�, �. n,U � � `:'s',:; ��: � !n', �i� �;�, �ORIGtNAI �a d 1q � \ EXECUTED on this the � day of � I , 2007, in Fort Worth, Tarrant County, Texas. ATTEST: � � Marty Hend ' City Secretary APPROVAL RECOMMENDED: ` , ,.� - - -- _ - �- �- = i �/� � � ` �-�-4--�.- Doug Rademaker, Director Of Engineering �d0 I�t�� .E��IIt�i) CITY OF FORT Marc A. Ott Assistant City Manager Approve to Form an�� lity: �fny J��t'�fnf �j Assist af Ci�i Attorney LABORATORY: Professional Service Industries, Inc. By: � Name: O��vfi �1 � �L`�`-� � I�V� Title: �� "��'- "'� 1:s �'�'. � �:� :,*1:�! .��-'.k,! h ��I �'�" �'�t�„ 1 �o,; �;}� J ,},;��_;�,. -2- �, �,;� �' �I ;i�e,� w;f "jf Iry ;i(^/ �i .i`JI.I� II��'� �u[G`4i / �4iT�►Clit+�lENT � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Concrete Compression Test Cylinders (Min. 4 per set), each Air Content/Slump/Temperature/Next Day Cylinder Pick up, hour Flexural Beams, each *** Coring (4" DIA to 6" depth 4/trip) 2" Coring for depth isolarion to 6" each addirional inch Thickness Measurement, each Patching of Core Holes, each Coring Technician Time, hour Flexural Test of Beams, each Compression Test Cylinders, each Sawing and/or Capping Cores & Cylinders, each Compression Test of Cores, each Compression Test Specimen Hold Mix Design Review, each Mi�c Design Fortnulation w/Aggregate Tests Include Specific Gravity/Sieve Analysis/CTnit WT-200, each Additional Mix Besign Urilizing Above Mix Analysis, each Mix Design Formulation Revision, each Engineering Tech (rlICET) for Quality Asswance Monitoring of Onsite Work, hour Pre-pour Reinforcing Steel Placement Inspection, hour Samnlins for In lab Test, hour Minimum Vehicle Charge Batching Mix Design in Preparation for Making Lab Confirmation G�linders or Beams, hour Batch Plant Observation Supporting Concrete Placement, hour Concrete Flatness, Sq. Ft. Certified Welding Inspector, hour Field Gradarion Equipment, test Slumn Test, each *** Includes Cost of Technician Time Coring and Patching Core Holes Page 1 of 5 $15.00 $35.00 (�'i� 3 hours) $25.00 ***$56.00 CM�4pertrip) add inch $6.00 $40.00 (� 4 per trip) $8.00 $6.00 $35.00 $25.00 $55.00 $100.00 $550.00 $200.00 $200.00 $45.00 $35.00 $40.00 N/C $25.00 $35.00 $45.00 per sq. ft. $0.02 min. $500.00 $55.00 N/C $15.00 �►ir!#CliMEINi � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings I.I�u/•.[i.' ++ Density Nuclear Method, hour Core In place Density, each Coring HMAC Technician Time, Core Depth Measurement, core Patching Core Holes, each Min Vehicle Charge 4" DIA./6" Depth, core Each Additional Inch, Inch *** Rolling Pattern Nuclear Gaug Nuclear Moisture Density Gauge, Extraction and Gradarion, each Lab Densiry, each Stabilitv Test, each hour hour Maximum Specific Gravity, each Disposal Fee Batch Plant Hot Bin Analysis, each 1Vtaterial Samnlin� For In Lab Tests, hour ++ $45.00 $32.00 $56.00 � (Min 4/trip) $40.00 $6.00 *** $45.00 $80.00 $170.00 $40.00 $160.00 $75.00 N/C $55.00 $40.00 * * * Includes Gauge Charge ++ First hour and half $135.00 any additional time after that is $45.00 per hour. lincludes Technician Time, Trip and Gau�e Char�e). Page 2 of 5 �►i�AC FO 6N E N�' � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Page 3 of 5 Aii�►�!i 1� � t+l� � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Geotechnical Undisturbed Soil Sample, each $11.00 (per ft.) Visual Classification, each $10.00 Classification ASTM 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/Addirive, each $50.00 Bar Lineal Shrinkage, each $16.00 Moisture Density Relationship (Proctor) $145.00 Standard (AST`M D-698), each Moisture Density Relationship (Proctor) $175.00 Modified (ASTM D-1517), each TI-3D 113E, each $180.00 Unit Weight, each $20.00 Unit Weight (Dry Rodded), each $20.00 -200 Sieve Analysis, each $30.00 Laboratory Moisture Content, each $8.00 Sieve Analysis (Fine Aggre ate), each $60.00 Sieve Analysis (Large Aggregate), each $60.00 Sieve Analysis (Finer than 200 Sieve), each $35.00 Lime or Cement Series Determination (5 points), each $255.00 Optimum Lime Content, each $200.00 H Series (6 points), each $210.00 S ecific Gravi , each $45.00 Absorprion, 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 M� Tech Time & Tri Included) *** 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 Anal sis (Mechanical and H drometer), each $150.00 Unconfined Com ression Test Includin Moisture, each $30.00 Unconfined Com ression Test Soil, each $27.00 Unconfined Com ression Test Rock, each $35.00 Confined Com ression Test (LTCJ), each $100.00 Triaxial Test Unconsoiidated Undrained, s eci $85.00 Triaxial Test Mulriple Sta e, stage $300.00 Tria�cial Consolidated Undrained w/Pore Pressure Measurement, s eci $650.00 Triaxial Consolidated Drained Multi le Stage, stage $650.00 Tri�ial Consolidated Drained Single Stage, stage $300.00 Triaxial Consolidated Drained Three Stage, sta e $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 ATi�1CBiM��1i � FEE SCHEDULE For Construction Material Testing and Geotechnical Borings Direct Shear Consolidated Undrained Silt & Clay, point $200.00 California Bearing Rado, 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 Permeabili Test Flex Wall, each $300.00 Permeability Test Fixed Wall, each $200.00 Permeability Test Clay Soils, each $290.00 Permeabili Test Granular Soils, each $250.00 Permeabili Test Pressure Head wBeck Pressure Saturation, each $350.00 Electrical 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 Trip - $350.00 Per Diem Per Man, da $85.00 Intermittent Soil Sam ling w/Truck 5' Intervals 0-25 De th, foot $11.00 Intermittent Soil Sam ling w/Truck 5' Intervals 25-50' De th, foot $12.00 Intermittent Soil Sam ling w/Truck 5' Intervals 50-100' De th, foot $15.00 Continuous Soil Sam ling w/Truck 0-10' De th, foot $15.00 Intermittent Soil Sampling w/ATV 5' Intervals 0-25' De th, foot $12.00 Intermittent Soil Sampling w/ATV 5' Intervals 25-50' De th, foot $13.00 Intermittent Soil Sampling w/AT`V 5' Intervals 50-100' Depth, foot $15.00 Continuous Soil Sam ling w/ATV 0-10' Depth, foot $14.00 Continuous Soil Sam lin w/ATV 10-50' De th, 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 Coring 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 Barrel 75-100' De th Carbide Bit, foot $25.00 Rock Coring w/NX Size, Care 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 Drilling w/Auger Rig, 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 En ineer, 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