HomeMy WebLinkAbout132158 CTL/THOMPSON INC - CONTRACT - RFP - P1107 GEOTECHNICAL TESTING SERVICEPROFESSIONAL SERVICES AGREEMENT
WORK ORDER TYPE
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS COLORADO a Municipal Corporation hereinafter
referred to as the City and CTL Thompson Inc hereinafter referred to as Professional
WITNESSETH
In consideration of the mutual covenants and obligations herein expressed it is agreed
by and between the parties hereto as follows
1 Scope of Services The Professional agrees to provide services in accordance
with any protect Work Orders for P1107 Geotechnical Testing Services issued by the City A
blank sample of a work order is attached hereto as Exhibit A consisting of Three (3) pages
and is incorporated herein by this reference The City reserves the right to independently bid
any protect rather than issuing a Work Order to the Professional for the same pursuant to this
Agreement
2 Time of Commencement and Completion of Services The services to be
performed pursuant to this Agreement shall be initiated as specified on each Work Order Time
is of the essence Any extensions of any time limit must be agreed upon in writing by the
parties hereto
3 Contract Period This Agreement shall commence April 9 2008 and shall
continue in full force and effect until April 1 2009 unless sooner terminated as herein provided
In addition at the option of the City the Agreement may be extended for additional one year
periods not to exceed Four (4) additional one year periods Pricing changes shall be negotiated
by and agreed to by both parties and The Denver Boulder Greeley CPIU published by the
Colorado State Planning and Budget Office will be used as a guide Written notice of renewal
1
sldwopsa rev 06/07
The normal construction hours for the City of Fort Collins are from 7 00 am to 6 00 pm Monday
thru Saturday The cost of performing tests during the normal work hours should be included in
the unit price for each test If there will be an overtime charge for work outside of these hours
that charge must be addressed in your proposal The City will give the consultant 24 hours
notice for weekend testing
The following is a list of time allowed for some of the more frequently used testing services
Please address in your proposal how and when standby time is charged by your firm
Time allowed for field test without standby time being charged
Concrete Physical Property Tests
1 Hour per test
Nuclear Asphalt Densities
15 Minutes per test
Nuclear Soils Densities
15 Minutes per test
Asphalt Content Sample
30 Minutes per test
All field technicians shall meet the Larimer County Urban Area Street Standards for certification
All personnel shall be qualified to perform the assigned tasks or they shall be replaced with
qualified personnel at the request of the City
TERMS AND CONDITIONS
The payment for services as described under the Scope of Services shall be based on unit
prices and reimbursement rates for completed services The Consultant shall include in their
proposal a detailed list of unit costs and reimbursement rates for the services requested
The Professional Services Agreement shall commence April 1 2008 and continue in full force
and effect for one year In addition at the option of the City the Agreement may be extended
for additional one year periods not to exceed four (4) additional one year periods Renewals
and pricing changes shall be negotiated by and agreed to by both parties The Denver Boulder
Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a
guide
The Contract may and will be used by other City Departments This is a work order contract
and prior to work being performed a work order must be generated and signed by the
Consultant and the City Representative
Use of Subcontractors
The Consultant shall indicate in their proposal any work intended to be performed by
subcontractors or persons outside of the firm The Consultant shall name the subcontractors if
known at the time the proposal is submitted If the names of subcontractors are not presented
in the proposal the City reserves the right of approval or refection
2
SCOPE OF SERVICES
The RFP indicates that in addition to the Annual Street Maintenance Program Minor Bridge Maintenance
Program Pedestrian Access Program and Parks and Utilities Protects the City has the following street
projects which may require geotechnical services over the next two years
• North College Improvement Protect
• Hersetooth Road and Ziegler Road roundabout
• West Harmony Road Improvements
• Ziegler Road Drake to Horsetooth
We understand the Engineering Constructor Inspectors may need geotechmcai services and or inspection
services to help them resolve problems with private developments Some of the services required for the
protects planned are pavement designs asphalt extraction and gradation sampling aggregate at the asphalt
plant and borrow sources and running a gradation and physical property and strength tests on concrete and
soils tests such as proctors and nuclear field density tests We understand the testing frequencies will be as
specified in the Latimer County Urban Area Street Standards
FIRM CAPABILITIES
CTI- Thompson Inc is a full service geotechnrcal structural materials and environmental engineering
consulting firm Our corporate offices are located in Denver Colorado with branch offices In Fort Collins
Colorado Springs Pueblo and Glenwood Springs Colorado We also have offices in Texas We have over
270 trained employees company wide and operate the most complete sods concrete and asphalt testing
aboratories in the Rocky Mountain Region The Denver and Fort Collins offices have completed more than
40 000 protects in the past 35 years for federal state and municipal government entities as well as private
>ector clients
Our Fort Collins operations include 33 engineers geologists technicians and support staff We participate
in the AASHTO Materials Reference Laboratory (AMRL) the Cement and Concrete Reference Laboratory
ICCRL) and the CDOT round robin proficiency sample programs to maintain a high level of performance
and consistency Our laboratory has completed the AASHTO Accreditation Program We take great pride
in training and educating all of our employees including technicians and engineering staff The technicians
and engineers that wrll be assigned to City protects have certifications consistent with the requirements of
the Latimer County Urban Area Street Standards Most of our technicians have also completed the
necessary training and obtained the required certifications to cover state or CDOT funded protects for the
city Most of our technicians have also completed the necessary training and obtained the required
(srhfications to cover state or CDOT funded projects for the City Certifying agencies for engineering
technicians include ACI CDOT CAPA NICET and WAOTC Our specific team their relevant experience
Ind qualifications are described in more detail below in ASSIGNED PERSONNEL
CITY OP FORT (OI 1 INS
C rLl r PROPObA(. WI PC 01, 0015
EXHIBIT B
FEESCHEDULE
BID SCHEDULE
ITEM
DESCRIPTION
NO
Unit
PRICE
SOILS
101
Atterberg Limits Classification Liquid Limit Plastic Limit
Plasticity Index
Ea Test
$ 60
1132
Hveem Stabilometer R" Value
Ea
$ 20
103
Proctor Standard
Ea
$ 80
104
Proctor Modified
Ea
$ 90
105
Proctor One Point Check
Ea
$ 30
106
PH Determination
Ea
$ 2 S
107
Nuclear Field Density Test 3 or More Tests Per Trip
Ea Test
$ 20
108
Nuclear Field Density Test Less Then 3 Tests Per Trip
Ea Test
$ 20
109
Sieve Analysis (Pius #4 Material)
Ea Test
$ 35
110
Sieve Analysis (Plus #4 Material) (Minus #4 Material)
Ea Test
$ 35
111
Sieve Analysis - (#4 to minus 200 Material)
Ea Test
$ 35
1 12
Organic Content for Top Sal
Ea Test
$ 30
1 13
Hydrometer Analysis
Ea Test
CONCRETE
Concrete Cylinders (Including sampling in Field Slump Unit
201
Weight Yield Air Content Temperature Casting Cunng Testing
and Reporting)
Set of 4
$ 1 60
202
Additional Cylinder
Per Cylinder
$ 9
203
Compression Test (Cap Cure and Break FOB Lab)
Ea Test
$ 10
204
Concrete Beams (Including Sampling
Set of 3
$ 160
205
Additional Beam
Per Beam
$ 35
206
Sand Equivalent (CP 30)
Ea Test
$ 75
ASPHALT
301
Sieve Analysis (Plus #4 Material)
Ea Test
$ _
302
Sieve Analysis (Minus #4 Material)
Ea Test
$
303
Specific Gravity and Absorption (Plus #4 Material)
Ea Test
_
$ n 5
304
Specific Gravity and Absorption(Minus #4 Material)
Ea Test
$ 35
305
L A Abrasion Test
Ea Test
$ 80
306
Fractured Face Determination
Ea Test
$ 80
307
Flat and Elongated Particles
Ea Test
$ --97-
308
Specific Gravity Maximum Theoretical for Air Voids (Rice)
Ea Test
$ 85
309
Lotlman (TSR) Test
Ea Test
$ 325
310
Mix Design Bulk Unit Weight and Hveem Stability Verification
Ea Test
$ 210
311
Sand Equivalent
Ea Test
$ 75
312
Determination of Bitumen Content by Extraction Gradation Analysis
Ea Sample
of Extracted Aggregate (To be sampled by Consultant)
$ 160
313
Determination of Bitumen Content by Extraction (To be Sampled
Ea Sample
by Consultant)
$ RO
314
Determination of Bitumen Content by Nuclear Gauge (To be
Sampled by Consultant)
Ea Sample
$ 80
315
Calibrate Nuclear Gauge(For a New Asphalt Mix) Calibration
Ea
$ 300
316
Nuclear Field Density Tests (3 or More Tests per Trip)
Ea Test
S 20
317
Nuclear Field Density Tests (Less Than 3 Tests per Trip)
Ea Test
$ 20
318
Asphalt Plant Inspection
Per Hour
$ 100
319
Core Field Samples
Per Hour
$ 50
Per Inch
$ 10
HOURLY RATES
401
Principal Engineer and/or Geologist
Per Hour
$ 10D
402
Geotechrncal Engineer/ Department Manager
Per Hour
$ 75
403
Senior Field Technician
Per Hour
$ 55 _
404
Field Technician
Per Hour
$ ;
NOTE
All prices shall include labor mileage, testing, sampling, reviewing
typing and report writing as needed
for each
service The above listed items indicate the most frequently used tests Please submit any ot7
her
testing seances (include pricing) that your provides
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APPENDIX A
Revised
2/26/2008
FEE
SCHEDULE
2007
200E
Item #
Description
Unit
Price
Unit
Price
SOILS
101
Atterberg Limits Classification Liquid Limit
Plastic Limit Plasticity Index
Ea Test
$58 82
Ea Test
$6000
102
Hveem Stabilometer R Value
Ea Test
$32085
Ea Test
$32000
103
Proctor Standard
Ea Test
$8021
Ea Test
$8000
104
Proctor Modified
Ea Test
$90 91
Ea Test
$90 00
105
Proctor One Point Check
Ea Test
$32 09
Ea Test
$30 00
106
PH Determination
Ea Test
$3209
Ea Test
$2500
107
Nuclear Field Density Test (3 or More Tests Per Trip)
Ea Test
$16 04
Ea Test
$20 00
108
Nuclear Feld Density Test Less Then 3 Tests Par Trip
Ea Test
$21 39
Ea Test
$20 00
109
Sieve Analysis (Plus #4 Material)
Ea Test
$37 43
Ea Test
$35 00
110
Sieve Analysis (#4 to minus 200 Material)
$32 09
$35 00
111
Organic Content for Top Soil
Ea Test
$32 09
Ea Test
$30 00
112
Hydrometer Analysis
Ea Test
$64 17
Ea Test
$60 00
CONCRETE
201
Concrete Cylinders (Including sampling in Field
Slump Unit Weight, Yield Air Content Temperature
Casting Curing Testing and Reporting)
Set of 4
$149 73
Set of 4
$16000
202
Additional Cylinder
Per Cylinder
$9 63
Per Cylinder
$9 00
203
Compression Test (Cap Cure
and Break FOB Lab)
Ea Test
$12 83
Ea Test
$10 00
204
Concrete Beams (Including Sampling)
Set of 3
$176 41
Set of 3
$160 00
205
Additional Beam
Per Beam
$34 22
Per Beam
$35 00
206
Sand Equivalent (CP 30)
Ca Test
$85 56
Ea Test
$75 00
ASPHALT
301
Sieve Analysis (Plus #4 Material)
Ea Test
$37 43
Ea Test
$35 00
302
Sieve Analysis (Minus #4 Material)
Ea Test
$32 09
Ea Test
$35 00
303
Specific Gravity and Absorption
(Plus 94 Material)
Ea Test
$37 43
Ea Test
$35 00
304
Specific Gravity and Absorption
(Minus#4 Material)
Ea Test
$3743
Ea Test
$3500
305
L A Abrasion Test
Ea Test
S101 60
Ea Test
S80 00
306
Fractured Face Determination
Ea Test
$122 99
Ea Test
$80 00
307
Flat and Elongated Particles
Ea Test
$122 99
Ea Test
$80 00
303
Maximum Theoretical Specific Gravity, forAir Voids (Rice)
Ea Test
$85 56
Ea Teel
$8500
309
LoOman(TSR) Test
Ea Test
$36363
Ea Test
$32500
310
Mix Design Bulk Unit Weight and
Hveem Stability Verification
Ea Test
$21390
Ea Test
$210 00
311
Sand Equivalent
Ea Test
$85 56
Ea Test
$75 00
1 of 9
APPENDIX A
Revised
2r26(2008
FEE SCHEDULE
2007
2008
Item# Description
Unit
Price
Unit
Price
ASPHALT (Continued)
Determination of Bitumen Content by Extraction Gradation
Analysis of Extracted Aggregate (To be sampled
by
312
Consultant)
Ea Sample
$16043
Ea Sample
$16000
Determination of Bitumen Content by Extraction (To
be
313
Sampled by Consultant)
Ea Sample
$85 86
Ea Sample
$8000
Determination of Bitumen Content by Nuclear Gauge (To
314
be Sampled by Consultant)
Ea Sample
$85 56
Ea Sample
$8000
Ea
Ea
315
Calibrate Nuclear Gauge(For a New Asphalt Mix)
Calibration
$320 85
Calibration
$300 00
316
Nuclear Field Density Tests (3 or More Tests per Trip)
Ea Test
$16 04
Ea Test
$20 00
317
Nuclear Field Density Tests (Less Than 3 Tests per Trip)
Ea Test
$21 39
Ea Test
$20 00
318
Asphalt Plant Inspection
Per Hour
$53 48
Per Hour
$100 00
319
Core Field Samples
Per Hour
$37 43
Per Hour
$50 00
Perinch
Per Inch
$1000
HOURLY RATES
401
Principal Engineer andlor Geologist
Per Hour
$10695
Per Hour
$10000
402
Geotechnical Engineed Department Manager
Per Hour
$74 87
Per Hour
$75 00
403
Senior Field Technician
Per Hour
$58 82
Per Hour
$55 00
404
Field Technician
Per Hour
$48 13
Per Hour
$50 00
FIELD INVESTIGATION SERVICES
501
Doling and Sampling with a 4 inch Auger
Per Hour
$133 69
Per Hour
$135 00
502
Drilling and Sampling with Hollow Auger
Per Hour
$16043
Per Hour
$18000
503
Drilling and Sampling with Track Mounted Rig Add
Per Hour
$48 13
Per Hour
$40 00
504
Drilling and Sampling with Rotary Onil Add
Per Hour
$48 13
Per Hour
$40 00
505
Shelby Tube Sample
Ea Test
$1283
Es Test
$1000
Drilling Rig Mobilization
506
Fort Collins Area
Hourly Rate
Hourly Rate
50T
Outlying Areas
Per Mlle
$2 03
Per Mile
$2 00
508
Auto or Pickup Mileage (Out Of Town Mobilization)
Per Mile
$0 53
Per Mile
$0 50
509
Labor Out Of Town Living Expenses Travel Costs
Equipment Rental
CQNSTRUCTION OBSERVATION AND TESTING
SERVICES
601
Onlled Pier Installation
Per Hour
$5668
Per Hour
$50 00
602
On Site Concrete Curing Service
Quote on
Quote on
Request
Request
603
Maturity Meter Curing Method
Quote on
Quote on
Request
Request
2 of
APPENDIX A
Revised
2126i2008
FEE SCHEDULE
2007
2008
Item
# Description
Unit
Price
Unit
Price
CONSTRUCT12N OBSERVATION AND TESTING
SERVICES (CON T)
In Situ Concrete Pullout Tests
604
Insert Installation & Pull Test
Per Hour
$83 42
Per Hour
$80 00
605
Inserts
Ea Test
$26 74
Ea Test
$25 00
606
Floor Flatness (F F and F L anchor 10 Foot Straightedge)
Per Hour
$83 42
Per Hour
$80 00
607
Reinforcement Placement Observation
Per Hour
$5668
Per Hour
$5500
608
Masonry Special Inspection
Per Hour
$5668
Per Hour
$5500
609
Weld& Bolt inspection
Per Hour
$5668
Per Hour
$5500
Post Tension
610
Strand Observation
Per Hour
$5668
Per Hour
$5600
611
Elongation Measurements
Per Hour
$5668
Per Hour
$5500
612
Sprayed on Fireproofing includes when required
Thickness Measurements Density Per Sample Bond Per
Test
Per Hour
$66 68
Per Hour
$5500
613
Report Review r Supervision for Construction
Observation and Testing Services
Per Report
$42 78
Per Report
$40 00
SPECUU.ISED TESTING AND SERVICES
Geophysical Services
Pier Integrity Profiles by Reflection or Retraction
Resistivity Surveys
Dynamic Soil Properties
Specialized Testing Equipment Charges (Portable Drill
Rig Pressuremeter Resistivity
Photoronrzation Device Field Permeability Down Hole
Moisture I Density
Benkelman Beam Testing
701
Benkelman Beam and Operator
Per Hour
$117 55
Per Hour
$120 00
702
Truck 18 kip axle load
Per Hour
$160 43
Per Hour
$160 00
703
Transverse Profilogreph Testing
Per Hour
$9626
Per Hour
$10000
704
NDT Equipment (Pulse Velocity Windsor Probe Test
System Pachometer Half Cell)
Per Hour
$26 74
Per Hour
$30 DO
LABORATORY SERVICES
801
Natural Moisture and Density
Ea Test
$5 35
Ea Test
$5 00
802
Specific Gravity
Ea Test
$37 43
Fa Test
$35 00
303
Unconfined Compression
Ea Test
$3209
Ea Test
$35 00
804
Unconfined Compression with Stress! Strain Curve
Ea Test
$42 78
Ea Test
$45 00
805
One Dimensional Swell Test
Ea Test
$37 43
Ea Test
$35 00
One Dimensional Swell Test with Load Back for Swell
Bob
Pressure
Ea Test
$4813
Ea Test
S4000
807
Soil Suction per point
Ea Test
$42 78
Ea Test
S40 00
One -Dimensional Time Consolidation Test
808
Set up and Initial Load
Ea Test
$139 04
Ea Test
$135 00
3 of
APPENDIX A
FEE SCHEDULE
Item#
Description
Unit
LABORATORY SERVICES (CON Tt
809
Additional Increments
Ea Test
Tnaxal or Direct Shear Tests per point
810
Unconsolidated Undramed
Ea Test
811
Consolldated•Undrained
Ea Test
812
Consolidaled-Undrained with Pore Pressure
Ea Test
813
Relative Density (ASTM D 4253 and D 4254)
Ea Test
814
California Beanng Ratio (3 Points)
Ea Test
Permeability
815
Flemble Membrane (Tnaxial Cell)
Ea Test
816
Remolded Sample (Falling or Constant Head)
Ea Test
817
Back Pressure Odeometer
Ea Test
818
Water Soluble Sulfates
Ea Test
819
pH
Ea Test
Resistivity per Specimen (Natural Moisture and Saturated)
820
Ea Test
Rock Testing
821 Specific Gravity
Two -Cycle Slake Durability
822 per point
Unconfined Compression per point
823 Peak Load Only
With Stress I Strain Curve
824 Static E and Passions Ratio
825 Trlaxial Compression NX per point
With Stress I Strain Curve
826 Static E and Poissons Ratio
LIQUID ASPHALT LABORATORY TESTING
901 Viscosity at 140E F
902 Viscosity at 275E F
903 Penetration
904 Specific Gravity
905 Softening Point
906 Flash Point
907 Ductility ® 77E F
908 Ductility Q 39 4E F
909 Solubility
910 Dynamic Rheometer
911 Polymer Compatibikty
912 Direct Tension Test
913 Urang I Compaction Temperatures
914 Bending Beam Test
915 Thin Film Oven Aging (Including Viscosities)
916 Aging of Asphalt Cement
917 Polymer/ AC Blending
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Ea Test
Quote on
Request
Revised 2/26/2008
2007 2008
Price Unit Price
$3743 Ea Test $3500
$10695
Ea
Test
$too 00
$35294
Ea
Test
$35000
$37433
Ea
Test
$36000
$15508
Ea
Test
$15000
$38502
Ea
Test
$35000
$385 02 Ea Test
$23529 Ea Test
$23529 Ea Test
$3743 Ea Test
$32 09 Ea Test
$8021 Ea Test
$3743 Ea Test
$85 55 Ea Test
$9626 Fa Test
$16043 Ea Test
$11765 Ea Test
$23529 Ea Test
$90 91 Ea Test
$90 91 Ea Test
$6417 Ea Test
$6417 Ea Test
$90 91 Ea Test
$6417 Ea Test
$9091 Ea Test
$14438 Ea Test
$10160 Ea Test
$588 23 Ea Test
$962 56 Ea Test
$454 54 Ea Test
$267 38 Ea Test
S427 80 Ea Test
$23529 Ea Test
$23529 Ea Test
Quote on
Request
$35000
$225 00
$225 00
$40 00
S30 00
S80 00
$35 00
$80 00
$90 00
$150 00
$110 00
$225 00
$85 00
$85 00
$60 00
$60 00
$90 00
$60 00
$85 00
S130 00
$ 0000
S550 00
$950 00
$450 00
$250 00
$400 00
$225 00
$225 00
4 of
APPENDIX A
FEE SCHEDULE
Item 0 Description
LIQUID ASPHALT LABORATORY TESTING (CON T)
918 Specimen Preparation and Miscellaneous Testing
EMULSION TESTING
100i Residue and Oil Distillate
Test on Residue
1002 Penetration
1003 Ductility Q 77E F
1004 Solubility
1005 Coating Ability and Water Resistance
1006 Storage Stability
1007 Slave Test
1008 Vialet Testing (per Time or Temperature)
1009 Debonding Testing
1010 Seal Coat Design
ASPHALTIC CONCRETE TESTING
1101 SHRP or AAMS Mix Design
1102 Hveem Mix Design
1103 Marshall Mix Design
1104 Immersion Compression
1105 Loffman (Tensile Strength Ratio) AASHTO
1106 Lohman Jerald Strength Ratio) Cyclic
1107 Gyratory Refusal
1108 Indirect Tensile Creep
1709 Indeed Tensile Strength
1110 Stripping Test
1111 Swell Test
1112 Theoretical Maximum Density
1113 Marshall Properties (Including Theoretical Maximum
Density)
1114 Hveem Properties (Including Theoretical Maximum
Density)
1115 Extraction and Gradation
1116 Resilient Modulus
1117 Nuclear Asphalt content Gage Calibration
1118 Asphalt by Nuclear Gage I or ignition Oven
1119 Core Density
1120 Core l Lift Thickness
1121 Sample Preparation Miscellaneous Testing
Revised 2/2612008
2001
2008
Unit
Price
Unit
Pnce
Ea
Test
$5348
Ea
Test
$5000
Ea
Test
$235 29
Ea
Test
$225 00
Ea
Test
$64 17
Ea
Test
$60 00
Ea
Test
$90 91
Ea
Test
$90 00
Ea
Test
$10160
Ea
Test
$10000
Ea
Test
$12299
Ea
Test
$11000
Ea
Test
$12299
Ea
Test
$11000
Ea
Test
$64 17
Ea
Test
$60 00
Ea
Test
$23529
Ea
Test
$22500
Ea
Test
$29946
Ea
Test
$28000
Ea
Test
$125341
Ea
Test
$120D 00
Quote on
Quote on
Request
Request
Ea
Test
$1 28341
Ea
Test
$120000
Ea
Test
$126341
Ea
Test
$120000
Ea
Test
$320 85
Ea
Test
$300 00
Ea
Test
$363 63
Ea
Test
$350 00
Ca
Test
$1 28341
Ea
Test
$120000
Ea
Test
$16043
Ea
Test
$15000
Ca
Test
$16043
Ea
Test
$15000
Ea
Test
$16043
Ea
Test
$15000
Ca
Test
$7487
Ea
Test
$7000
Ea
Test
$7487
Ea
Test
$7000
Ea
Test
$8566
Ea
Test
$8D 00
Ea
Test
$21390
Ea
Test
$20000
Ea
Test
$213 90
Ea
Test
$200 00
Ea
Test
$16043
Ea
Test
$15000
Quote on
Quote on
Request
Request
Ea
Test
$320 85
Ea
Test
$300 00
Ea
Test
$85 56
Ea
Test
$80 00
Ea
Test
$26 74
Ea
Test
$25 00
Ea
Test
$26 74
Ea
Test
$25 DO
Ea
Test
$5348
Ea
Test
$5000
5of9
APPENDIX A
Revised
2/26j2996
FEE
SCHEDULE
2007
2008
Item At
Description
Unit
Price
Unit
Price
AGGREGATE LABORATORY SERVICES
Fine
Coarse
Fine
Coarse
1201
Scratch Hardness
$5348
$5000
1202
Gradation Analysis (per Fraction)
$31 15
$3743
$3500
$3500
1203
Passing No 200 Sieve
$25 96
$26 74
$25 00
$25 00
1204
Organic Impurities
34153
$4000
S4000
1205
Lightweight Panicles
$8099
$8342
$8000
$8000
1206
Clay Lumps and Friable Particles
$70 61
$72 73
$70 DO
$70 00
f 207
Pop out of Lightweight Aggregates
$213 90
$200 00
1208
5 Cycle Sodium Soundness
$186 90
$192 51
$18000
$18000
1209
5 Cycle Magnesium Soundness
$18690
$19251
$18000
$18000
1210
12 Cycle Sodium I Magnesium Soundness
S238 82
$245 90
$200 00
$200 00
1211
Potential Reactivity (Chemical Method)
$259 59
$267 38
$250 00
$250 00
1212
Potential Reactivity (Mortar Bar Method ASTM C227
C 1260 & C 1293)
$493 22
$508 02
$450 00
$450 00
1213
Unit Weight
$3634
$3743
$3500
$3500
1214
Specific Gravely and Absorption
$36 34
$3743
$3500
$35 00
1215
Staining Test (Lightweight Aggregates
$85 56
$8000
1216
Flat and Elongated Places
$122 99
$12000
Los Angeles Abrasion
1217
Small Sized Aggregate
$10150
$10000
1218
Moisture Content
$1869
$1925
$1500
$1500
1219
Fractured Face Determination
$285 55
$122 99
$250 00
$8000
1220
Sand Equivalent
$8307
$7000
1221
Freeze Thaw
$249 21
$294 12
$225 00
$225 00
1222
Mill Abrasion
$16043
r $1 0 00
1223
Petrographic Examination
Quote on
Quote on
Request
Request
1224
Crushing
Per Hour
$62 03
Per Hour
$55 00
1225
Blending Sampling and Misc Testing
Per Hour
$72 73
Per Hour
$56 00
1226
Gradation Analysis of Large Pit Run Samples (Larger than
1 inch)
Per Hour
$7487
Per Hour
$5500
1227
Compressive Strength of Test Cylinders (including Held or
Untested Cylinders)
Per Cylinder
$9 63
Per Cylinder
$9 00
CONCRETE LABORATORY SERVICES
1301
Compressive Strength of Test Cylinders Cast by Others
Per Cylinder
$1925
Per Cylinder
$2000
1302
Preparation and Testing of Cores
Per Hour
Per Hour
$55 00
1303
Density I Compressive Strength! Thickness
Ea Test
$42 78
Ea Test
$40 00
1304
Flexural Strength Test of Beams (Including Held or
Untested Beams)
Ea Test
$3743
Ea Test
$3000
1305
Splitting Tensile Test of Cylinders
Ea Test
$3743
Ea Test
$3000
Modulus of Elasticity Tests
1306
Frame Method (2 Cylinders) Per Set
Ea Test
$320 85
Ea Test
$300 00
1307
Length Change of Hardened Cement Mortar and Concrete
Per Set
Ea Test
$267 38
Ea Test
$250 00
G of
shall be provided to the Service Provider and mailed no later than ninety (90) days prior to
contract end
4 Early Termination by City/Notice Notwithstanding the time periods contained
herein the City may terminate this Agreement at any time without cause by providing written
notice of termination to the Professional Such notice shall be delivered at least fifteen (15)
days prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties All notices provided under this agreement shall be effective when mailed postage
prepaid and sent to the following address
Professional
City
With Copy to
CTL Thompson Inc
City of Fort Collins Purchasing
City of Fort Collins Engineering
351 Linden Street Suite 140
PO Box 580
281 North College Avenue
Fort Collins CO 80521
Fort Collins CO 80522
Fort Collins CO 80521
Attn Eric Bernhardt
Attn John Stephen
Attn Rick Richter
In the event of any such early termination by the City the Professional shall be paid for services
rendered prior to the date of termination subject only to the satisfactory performance of the
Professional s obligations under this Agreement Such payment shall be the Professional s sole
right and remedy for such termination
5 Design Proiect Insurance and Insurance Responsibility The Professional shall
be i esponsible for the professional quality technical accuracy timely completion and the
cooidination of all services rendered by the Professional including but not limited to designs
plans reports specifications and drawings and shall without additional compensation
promptly remedy and correct any errors omissions or other deficiencies The Professional
shall indemnify save and hold harmless the City its officers and employees in accordance with
Colorado law from all damages whatsoever claimed by third parties against the City and for the
City s costs and reasonable attorney s fees arising directly or indirectly out of the Professional s
negligent performance of any of the services furnished under this Agreement The Professional
2
stdwopsa rev 06/07
APPENDIX A
Revised
2126r2008
FEE SCHEDULE
2007
2008
Item # Description
Unit
Price
Unit
Price
CONCRETE LABORATORY SERVICES ICONTI
Laboratory Trial Mix Batches
1308
3 Point Curve Compressive Strength (Includes
Engineering and Aggregate Testing for Gradation Specific
Gravity & Absorption)
Ea Test
$2 C32 07
Ea Test
S2 000 00
1309
3 Point Curve Flexural Strength (includes Engineering
and Aggregate Testing for Gradation Specific Gravity &
Absorption)
Ea Test
$213002
Ea Test
$210000
1310
Single Mir Compressive Strength (Includes Additional
Mixes)
Ea Test
$37433
Ea Test
$35000
1311
Single Mix Flexural Strength
Ea Test
$427 80
Ea Test
$40000
1312
Mix With Lighhvelght Aggregate (Additional Charge per
mix (Aggregate Tests not Included))
Ea Test
$53 48
Ea Test
$50 00
1313
Roller Compacted Concrete laboratory Trial Mix
Quote on
Quote on
Request
Request
1314
Chloride Content
Ea Test
Ea Test
$60 00
1315
Petrographic Examination
Quote on
Quote on
Request
Request
1316
Laboratory Coring
Per Hour
$62 03
Per Hour
55500
1317
Concrete Freeze r Thaw Per Set
Ea Test
$695 18
$680 00
1318
Admixture Qualification
Quote on
Quote on
Request
Request
CEMENT AND FLY ASH SERVICES
Cement
1401
Sulfate Expansion (ASTM C 452)
Ea Test
$588 23
Ea Test
$550 00
1402
Compressive Strength Tests (6 Cubes I Mix)
Ea Test
$187 16
Ea Test
$175 00
1403
Additional Cubes
Ea Test
$2139
Ea Test
$2000
1404
Time of Setting (Gilmore or Vlcat)
Ea Test
$149 73
Ea Test
$140 00
1405
Density
Ea Test
$74 87
Ea Test
$70 00
1406
Fineness by Blaine or No 325 Sieve (Air Permeability)
Ea Test
$85 56
Es Test
$80 00
1407
Early Stiffening (Paste Method)
Ea Test
$69 52
Ea Test
$60 00
1408
Chemical Analysis
Ea Test
$245 99
Ea Test
$240 00
1409
Autoclave Expansion
Ea Test
$18182
Ea Test
$17500
1410
Air Content
Ea Test
$11765
Ea Test
$12000
1411
Tensile Briquets
Ea Test
$352 94
Ea Test
$30000
1412
Cement Content of Hardened Concrete
Ea Test
$614 97
Ea Test
$600 00
1413
ASTM C 150 Standard Properties
Ea Test
$641 71
Ea Test
5650 00
Fly Ash
1414
Lass on Ignition Moisture
Ea Test
$80 21
Ea Test
$80 00
1416
Fineness No 325 Sieve
Ea Test
$09 52
Ea Test
$60 00
1416
Density
Ea Test
$74 87
Ea Test
$70 00
1417
Chemical Analysis
Ea Test
$19251
Ea Test
$18000
1418
Strength Activity(wdh Cement)
Ea Test
$18716
Ea Test
$18000
1419
Drying Shrinkage (Mortar Bar Method) Per Set
Ea Test
$18716
Ea Test
$18000
1420
Autoclave Expansion Per Set
Ea Test
$187 16
Ea Test
$18000
1421
Alkali Reactivity (Pyrex Glass)
Ea Test
$459 69
Ea Test
$450 00
7of9
APPENDIX A
FEE SCHEDULE
Item p Description
CEMENT AND FLY ASH SERVICES ICONT)
Fly Ash (con 1)
1422 Available Alkalies
1423 ASTM C 518 Standard Properaes
MASONRY LABORATORY SERVICES
Block
1601 Compressive Strength Tests
1502 O Block Test Series
1503 British Shrinkage (3 Samples)
1504 Dimensional Analysis
1505 Fire Rating by ILL 518
1506 Absorption Analysis
1507 Block Freeze I Thaw 100 Cycle
1508 Block Freeze i Thaw 200 Cycle
Brick
1509 Compressive Strength Tests
1510 Coefficient of Saturation Absorption Analysis
1511 Initial Rate of Absorption Per Set
1512 Dimensional Analysis
1513 Modulus of Rupture (Flexural Strength)
1514 Brick Freeze I Thaw 50 cycle ASTM C 67
Mortar and Grout
1515 Mortar Mix (6 Cubes Per Mix)
1516 Water Retentivity Test
1517 Compressive Strength Tests and Preparation of Field
Sampled Mortar (6 Cubes)
1518 Compressive Strength Tests and Preparation of Grout
Cored from Block
Masonry Prisms (84nch Width)
1519 Hollow Prisms Brick
1520 Hollow Prisms Block 2 Course Maximum
1521 Hollow Prisms Block Over 2 Courses
1522 Grout Filled Prisms Brick
1523 Grout Filled Prisms Block 2 Course Maximum
1524 Grout Filled Prisms Block Over 2 Courses
1525 Clay Tile Flexural Strength
1526 Clay Tile Absorption Analysis
Masonry Prisms (10 inch or 124nch Width) Add to
Above Prices
1527 Hollow Prisms
1528 Grout Filled Prisms
1529 Laboratory Sawing of Specimens
Revised 2126/2008
2007 2008
Unit Price Unit Price
Ea Test $13904 Ea Test $15000
Ea Test $534 76 Ea Test $525 00
Ea Test
$3743
Ed Test
$3500
Ea Test
$267 38
Ea Test
$250 00
Ea Test
$32085
Ea Test
$30000
Ea Test
34278
Ea Test
$4000
Ea Test
$18716
Ea Test
$17500
Ea Test
54278
Ea Test
$4000
Ea Test
$50213
Ea Test
$80000
Ea Test
$117646
Ea Test
$12D000
Ea Test
$3743
Ea Test
$3500
Ea Test
$42 78
Ea Test
$4000
Ea Test
$7487
Ea Test
$7500
Ea Test
$3743
Ea Test
$3500
Fa Test
$4278
Ea Test
$4000
Ea Test
$44019
Ea Test
$42500
Ea Test
$18716
Ea Test
$17500
Ea Test
$8021
Ea Test
$8000
Ea Test
$13369
Ea Test
$13000
Ea Test
$3743
Ea Test
$4000
Ea Test
$64 17
Ea Test
$65 00
Ea Test
$6417
Ea Test
$6500
Ea Test
$9091
Ea Test
$9000
Ea Test
$9091
Ea Test
$9000
Ea Test
$74 87
Ea Test
$75 00
Ea Test
$10160
Ea Test
510000
Quote on
Quote on
Request
Request
Quote on
Quote on
Request
Request
Ea Test
$26 74
$30 00
Ea Test
$5348
$6000
Per Hour
$69 51
Per Hour
$55 00
8 of
APPENDIX A Revised 21262006
FEE SCHEDULE
2007
2008
Item #
Description
Unit
Price
Unit
Price
STEEL LABORATORY SERVICES
1601
Ultimate Tensile Strength
Ea Test
$9626
Ea Test
$90 00
1602
Percent Elongation
Ea Test
$1070
Ea Test
$1000
1603
Yield Strength
Ea Test
$1070
Ea Test
$1000
1604
Reduction of Area
Ea Test
$1070
Ea Test
$1000
1605
Hollow or Circular Samples
Ea Test
$1070
Ea Test
$1000
1606
Tensile Strength of Post Tension Strands Per Test
Ea Test
$96 26
Ea Test
$90 00
shall maintain commercial general liability insurance in the amount of $1 000 000 00 combined
single limits
6 Compensation In consideration of services to be performed pursuant to this
Agreement the City agrees to pay Professional on a time and reimbursable direct cost basis
designated in Exhibit B consisting of Eleven (11) page(s) attached hereto and incorporated
herein by this reference At the election of the City each Work Order may contain a maximum
fee which shall be negotiated by the parties hereto for each such Work Order Monthly partial
payments based upon the Professionals billings and itemized statements are permissible The
amounts of all such partial payments shall be based upon the Professionals City -verified
progress in completing the services to be performed pursuant to the Work Order and upon
approval of the Professionals direct reimbursable expenses Final payment shall be made
following acceptance of the work by the City Upon final payment all designs plans reports
specifications drawings and other services rendered by the Professional shall become the sole
property of the City
7 City Representative The City will designate prior to commencement of work its
protect representative who shall make within the scope of his or her authority all necessary and
proper decisions with reference to the protect All requests for contract interpretations change
orde rs and other clarification or instruction shall be directed to the City Representative
8 Proiect Drawings Upon conclusion of the protect and before final payment the
Professional shall provide the City with reproducible drawings of the protect containing accurate
information on the protect as constructed Drawings shall be of archival prepared on stable
mylar base material using a non -fading process to provide for long storage and high quality
reproduction CD disc of the as built drawings shall also be submitted to the owner in and
AutoCAD version no older then the established city standard
3
stdwopsa rev 06/07
9 Monthly Report Commencing thirty (30) days after Notice to Proceed is given on
any Work Order and every thirty days thereafter Professional is required to provide the City
Representative with a written report of the status of the work with respect to the Work Order
Woik Schedule and other material information Failure to provide any required monthly report
may at the option of the City suspend the processing of any partial payment request
101 Independent Contractor The services to be performed by Professional are those
of an independent contractor and not of an employee of the City of Fort Collins The City shall
not be responsible for withholding any portion of Professional's compensation hereunder for the
payment of FICA Workers Compensation other taxes or benefits or for any other purpose
11 Personal Services It is understood that the City enters into this Agreement
based on the special abilities of the Professional and that this Agreement shall be considered as
an agreement for personal services Accordingly the Professional shall neither assign any
responsibilities nor delegate any duties arising under this Agreement without the prior written
consent of the City
12 Acceptance Not Waiver The Citys approval of drawings designs plans
specifications reports and incidental work or materials furnished hereunder shall not in anyway
relieve the Professional of responsibility for the quality or technical accuracy of the work The
City s approval or acceptance of or payment for any of the services shall not be construed to
operate as a waiver of any rights or benefits provided to the City under this Agreement
13 Default Each and every term and condition hereof shall be deemed to be a
material element of this Agreement In the event either party should fail or refuse to perform
according to the terms of this agreement such party may be declared in default
14 Remedies In the event a party has been declared in default such defaulting
party shall be allowed a period of ten (10) days within which to cure said default In the event
the default remains uncorrected the party declaring default may elect to (a) terminate the
4
stdworsa rev 06/07
Agreement and seek damages (b) treat the Agreement as continuing and require specific
performance or (c) avail himself of any other remedy at law or equity If the non defaulting
party commences legal or equitable actions against the defaulting party the defaulting party
shall be liable to the non defaulting party for the non defaulting party s reasonable attorney fees
and costs incurred because of the default
15 Binding Effect This writing together with the exhibits hereto constitutes the
entire agreement between the parties and shall be binding upon said parties their officers
employees agents and assigns and shall inure to the benefit of the respective survivors heirs
perc,onal representatives successors and assigns of said parties
16 Law/Severabdity The laws of the State of Colorado shall govern the
construction interpretation execution and enforcement of this Agreement In the event any
provision of this Agreement shall be held invalid or unenforceable by any court of competent
jurisdiction such holding shall not invalidate or render unenforceable any other provision of this
Agreement
17 Prohibition Against Emoloving Illegal Aliens This paragraph shall apply to all
Contractors whose performance of work under this Agreement does not involve the delivery of a
spec ific end product other than reports that are merely incidental to the performance of said
work Pursuant to Section 8-17 5-101 C R S et seq Contractor represents and agrees that
a As of the date of this Agreement
1 Contractor does not knowingly employ or contract with an illegal alien
and
2 Contractor has participated or attempted to participate in the basic pilot
employment verification program created in Public Law 208 104th Congress as
amended and expanded in Public Law 156 108th Congress as amended
administered by the United States Department of Homeland Security (the Basic
5
stdwor sa rev 06/07
Pilot Program ) in order to confirm the employment eligibility of all newly hired
employees
b Contractor shall not knowingly employ or contract with an illegal alien to perform
work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this
Agreement
c Contractor shall continue to apply to participate in the Basic Pilot Program and
shall in writing verify same every three (3) calendar months thereafter until Contractor is
accepted or the public contract for services has been completed whichever is earlier
The requirements of this section shall not be required or effective if the Basic Pilot
Program is discontinued
d Contractor is prohibited from using Basic Pilot Program procedures to undertake
pre -employment screening of job applicants while this Agreement is being performed
e If Contractor obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien Contractor
shall
1 Notify such subcontractor and the City within three days that Contractor
has actual knowledge that the subcontractor is employing or contracting with an
illegal alien and
2 Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not
cease employing or contracting with the illegal alien except that Contractor shall
not terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien
stdwopsa rev 06/07
Contractor shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the Department ) made in the course of an
investigation that the Department undertakes or is undertaking pursuant to the authority
established in Subsection 8-17 5 102 (5) C R S
If Contractor violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8 17 5 102 C R S the City may terminate this Agreement If this
Agreement is so terminated Contractor shall be liable for actual and consequential
damages to the City arising out of Contractors violation of Subsection 8-17 5 102
CRS
The City will notify the Office of the Secretary of State if Contractor violates this
provision of this Agreement and the City terminates the Agreement for such breach
THE CITY OF FORT COLLINS COLORADO
By Z
J es B O Neill II CPPO FNIGP
erector of Yurchasing & Risk Management
Date
CTL Thompson Inc /
By R,cG ✓ i
Title _ U• C �2. �t�e5i p2u"�
CORPORATE PRESIDENT OR VICE PRESIDENT
Date 14( 7 I Oe-
ATTESy,
//e/ter G (Corporate Seal)
Corporate. ecretary
Adwor sa rev 06/07
EXHIBIT A
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
DATED
Work Order Number
Purchase Order Number
Project Title
Commencement Date
Completion Date
Maximum Fee (time and reimbursable direct costs)
Project Description
Scope of Services
Acceptance
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties In the
event of a conflict between or ambiguity in the
terms of the Professional Services Agreement
and this work order (including the attached
forms) the Professional Services Agreement
shall control
Professional
RTA
Date
User
The attached forms consisting of (_) pages
are hereby accepted and incorporated herein by
this reference and Notice to Proceed is hereby
given
City of Fort Collins
James B O Neill II CPPO FNIGP
Director of Purchasing and Risk Management
(over $30 000 00)
Date
stdwopsa rev 06 07
SCOPE OF SERVICES
Engineering has the following street projects which may require geotechnical services over the
next two years North College Improvement Project Horsetooth Road and Ziegler Road
roundabout West Harmony Road Improvements Ziegler Road Drake to Horsetooth and Minor
Bridge Maintenance Program In addition the Engineering Construction Inspectors may need
geotechnical services and or inspection services to help them resolve problems with private
developments Engineering also manages the annual street maintenance program The 2008
and 2009 programs will involve over 8 million dollars of street work each year The following is a
brief description of the services estimated we will need in the Engineering Department
The City spent approximately $135 000 in 2007 for services The 2007 Street Maintenance
project included a total of over 70 000 tons of asphalt placed and over 20 000 lineal feet of
concrete curb gutter and walk constructed We expect similar quantities in the 2008 project
The testing frequency will be as specified in the Larimer County Urban Area Street Standards
Some of the tests required for the Street Maintenance Project are asphalt extraction and
gradation sampling aggregate at the asphalt plant and running a gradation and physical
property and strength tests on concrete
There will be construction projects on The Horsetooth Road and Ziegler Road roundabout
We<,t Harmony Road Improvements North College Avenue Improvements Some of the
services required for these projects are Pavement Designs asphalt extraction and gradation
sampling aggregate at the asphalt plant and burrow sources and running a gradation and
physical property and strength tests on concrete and soils tests such as proctors and nuclear
field density tests The testing frequency will also be comparable to that of the Larimer County
Urban Area Street Standards
The City of Fort Collins Utilities will also be using this contract for construction projects as well
as in-house work Other City Departments will also use this contract These projects will require
a variety of tests
The purpose of the nuclear asphalt content test is to provide us with a rapid turnaround of
asphalt contents throughout the construction season We would expect a gauge to be available
throughout the construction season We anticipate the need for approximately 100 nuclear
asphalt content tests during the 2008 construction season Due to the anticipated change in oil
and aggregate throughout the project a price for a mix calibration for the asphalt content gauge
is included in this contract
The above mentioned tests will be required on short notice (four to six hours) for Concrete and
Asphalt tests and (Two to four hours) for sods tests and often response time may be within one
to two hours A field copy of the physical property concrete tests will need to be left on site with
the City representative at the time of the test A prompt verbal (phone) notice on all
noncompliance tests will be required immediately after tests are completed All tests will be
followed up with electronic and a hard copy of test results including a comparison to the
spec ifications for that particular project indicating any test results that are out of specification
As directed by the Project Manager and on continues projects out of specification tests shall be
tracked until a passing test is achieved and documented as an actable retest The hard copies
shall be submitted within 48 hours We expect all costs such as mileage labor equipment
typing reviewing and report writing to be included in all prices submitted
1