HomeMy WebLinkAbout7742 - Informal Amendment 1 Executed
Procurement
901 B Texas St., Denton, TX 76209 (940) 349-7100
OUR CORE VALUES
Inclusion Collaboration Quality Service Strategic Focus Fiscal Responsibility
March 5, 2023
Mr. Isidoro Arjona
Raba Kistner, Inc.
4407 N. Beltwood Parkway, Suite 102
Dallas, TX 75244
iarjona@rkci.com
Ref: RFQ - 7742 Construction Testing Material
Mr. Isidoro Arjona
The City of Denton (COD) has reviewed and accepts the addition of the following new line items to
contract 7742 with your firm:
Line Description Old Price New Price
Pricing Increase – attachment A is new pricing effective 3/1/23
The City of Denton reserves the right to re-evaluate pricing as the market conditions change and can
ask your firm to provide updated proposed pricing, including, but not limited to, a decrease in
pricing, as a result of any such change.
All terms and conditions of the contract shall apply. If your firm is in agreement, please sign and
return this letter to my attention. Signatures transmitted electronically shall have the same effect as
the delivery of original signatures.
We look forward to future business with your firm.
Regards,
___________________________ ___________________________
Erica Garcia Mr. Isidoro Arjona
Procurement Raba Kistner, Inc.
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
2023 Rates
1.1
1.1.1 80.50$
1.1.2 73.75$
1.1.3 25.00$
1.1.4 28.50$
1.2 Bulk Sample Pick‐Up
1.2.1 80.50$
1.3 68.50$
1.4 23.50$
1.5 88.75$
1.6 100.50$
1.7 62.50$
1.8 71.00$
1.9 Laboratory Moisture Density Relationship
1.9.1 80.50$
1.9.2 73.75$
1.9.3 322.50$
1.9.4
331.00$
1.9.5 331.00$
1.9.6 295.50$
1.9.7 318.25$
1. Testing of Soils and Base Materials
Field Soil Density
Trip Charge (round‐trip)Per ea
Consultant Name: Raba Kistner Consultants, Inc. (Rev1 ‐ October 26, 2021)
Rates for all materials testing includes all office and laboratory costs needed to perform testing and to report results. Field
Unit
Field Nuclear Density Report (includes
clerical, engineering, etc. time)
Per ea
Field Tech Time (on‐site only, 2‐hour
ii )
Per hr
Field Nuclear Density Test Per ea
Sample Preparation (TEX‐101‐E)Per ea
Natural Moisture Content Per ea
Inside the City of Denton ETJ
(round‐trip)
Per trip
Percent Passing No. 200 Sieve (TEX‐111‐E)Per ea
Bar Linear Shrinkage of Soils (TEX‐107‐E)Per ea
Sieve Analysis (TEX‐110‐E)Per ea
Atterberg Limits (Liquid and Plastic Limits) (TEX‐104‐E,
TEX‐105‐E, TEX‐10‐E)
Per ea
Field Tech Time (on‐site only, 2‐hour
minimum)
Per hr
Moisture Density Relationship (ASTM D
698) Standard Proctor Compaction
Test)
Per ea
Trip Charge (round‐trip)Per ea
Moisture Density Relationship
(TEX‐114‐E, PartI) Compaction Test Per ea
Moisture Density Relationship
(TEX‐114‐E, Part II) Compaction Test
Per ea
Moisture Density Relationship (ASTM D
1557) (Modified Proctor Compaction
Test)Per ea
Moisture Density Relationship
(TEX‐113‐E) Compaction Test
Per ea
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
1.9.8 64.75$
1.10 Texas Triaxial Compression Test on Base Material TEX‐117E, Part II, including the following:
1.10.1 1,820.00$
1.10.2 68.50$
1.10.3 88.75$
1.10.4 100.50$
1.10.5 54.50$
1.10.6 71.00$
1.10.7 307.25$
$ -
1.11 407.75$
1.12 68.50$
1.13 76.75$
1.14 ‐$
1.14.1 104.00$
1.14.2 114.50$
1.14.3 114.50$
1.15 37.75$
1.16 17.00$
1.17 85.25$
1.18 88.75$
1.19 119.25$
1.20 255.75$
1.21 17.00$
2.1
2.1.1 80.50$
2.1.2 66.00$
2.1.3 29.50$
2.1.4 28.75$
2.1.5 36.50$
Sample Preparation (TEX‐101‐E)Per ea
Sieve Analysis (TEX‐110‐E)Per ea
Molding, Curing, and Testing (9
Specimens)
Per ea
Bar Linear Shrinkage of Soils
(TEX‐107‐E)
Per ea
Wet Ball Mill (TEX‐116‐E)Per ea
Atterberg Limits (Liquid and Plastic
Limits) (TEX‐104‐E, TEX‐105‐E,
TEX‐10‐E)
Per ea
Percent Passing No. 200 Sieve
(TEX‐111‐E)
Per ea
Sample Remolding Per hr
Soil Specific Gravity (TEX‐108‐E)Per ea
Permeability of Silt or Clay (ASTM D 5084)Per ea
Soil Lime Compression Test (TEX‐121‐E,
Part II)
Per ea
Soil Lime Compression Test (TEX‐121‐E,
Part III)
Per ea
Soil Lime Compression Test (TEX‐121‐E)
Soil Lime Compression Test (TEX‐121‐E,
Part I)(Test includes 4 lime content
involves 3 test specimens)
Per ea
Sulfate Content (Tex‐145‐E)Per ea
Resistivity of Soils (TEX‐129‐E)Per ea
Soil pH (Tex‐128‐E)Per ea
Depth Check (Tex‐140‐E)Per ea
Field Gradation of Lime Soil (1.75, 0.75, No 4 Sieve) in
addition to hourly charge
Per point
Lime Series Curve (ASTM D 4318)Per point
Stabilization Ability of Lime by Soil PH (TEX‐121‐E Part
III) up to 6 points
Per ea
Field Tech Time (on‐site only, 2‐hour
minimum)
Per hr
Air Content Test Per ea
Cylinder Charge Per ea
2. Testing of Concrete and Cement
Concrete Cylinder
Trip Charge (round‐trip)Per ea
Moisture Density Relationship
Compaction Test ‐ Check Point
Per ea
Slump Test Per ea
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
2.1.6 54.50$
2.1.7 54.50$
2.2
2.2.1 80.50$
2.2.2 66.00$
2.2.3 88.50$
2.2.4 $ -
5.25$
6.25$
8.75$
2.2.5 30.75$
$ -
2.3 84.00$
2.4 63.75$
2.5 41.75$
2.6 41.75$
2.7 278.50$
2.8 38.50$
2.9 56.75$
2.10 84.00$
2.11 56.75$
2.12 86.50$
2.13 86.50$
2.14 86.50$
2.15 76.00$
2.16 97.75$
2.17 125.25$
3.1
3.1.1 80.50$
3.2 HMAC
3.2.1 80.50$
3.2.2 70.50$
3.2.3
156.75$
Concrete Coring
CLSM Cylinder Compressives Strength Per ea
Lighweight Cylinder Compressive
Strength
Per ea
Equipment Charge Per hr
Core Bit Surcharge (in addition to base equipment charge)
Trip Charge (round‐trip)Per ea
Field Tech Time (on‐site only, 2‐hour
minimum)
Per hr
2.2.4.3 ‐ 6‐inch diameter core Per inch
Concrete Core Test Per ea
2.2.4.1 ‐ 3‐inch diameter core Per inch
2.2.4.2 ‐ 4‐inch diameter core Per inch
Specific Gravity of Aggregate Per ea
Absorption of Aggregate Per ea
Aggregate Gradation Analysis (TEX‐200‐F)Per ea
Decantation Per ea
Organic Impurities Per ea
Unit Weight of Aggregate Per ea
Abrasion Test (TEX‐410‐A)Per ea
Coarse Aggregate Angularity Per ea
Fine Aggregate Angularity Per ea
Soundness, Sodium, or Magnesium Per cyc
Beam Flexural Strength (TEX 448‐A)Per ea
Sand Equivalent (Clay Content)Per ea
Flat, Elongated Particles Per ea
Deleterious Materials (Clay Lumps/Friable Part I) Per ea
Trip Charge (round‐trip)Per ea
3. Testing of HMAC and Liquid Asphalt
Sample Pick‐up
Inside the City of Denton ETJ
(round‐trip)
Per ea
Specimen Molding, Bulk Density, and
Stability (3 per set) (Tex‐208‐F,
Tex‐207‐F)
Per ea
Field Tech Time (on‐site only, 2‐hour
minimum)
Per hr
HMAC Laboratory Testing
Schmidt Rebound Number Per hr
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
3.2.4 256.75$
3.2.5 177.25$
3.2.6
58.00$
70.50$
3.2.8 28.50$
3.2.9 95.50$
3.2.10 245.50$
3.2.11 106.75$
3.2.12 106.75$
3.2.13 66.00$
3.2.14 66.00$
3.2.15 192.50$
3.2.16 202.25$
3.2.17 73.75$
3.2.18 71.75$
3.2.19 28.50$
3.2.20 109.00$
3.2.21 514.75$
3.2.22 570.75$
3.2.23 745.75$
3.2.24 581.50$
3.2.25 26.75$
3.3 HMAC Coring
3.3.1 159.50$
3.3.2 73.25$
3.3.3
28.50$
34.00$
37.00$
39.75$
Extraction (Gradation & Asphalt
Content)
Per ea
Per ea
3.2.6.1 ‐ Bag Sample Per ea
3.2.6.2 ‐ Core Sample Per ea
Extraction (Asphalt Content)
(Tex‐200‐F, TEX‐210‐F, D2172, T164,)
Per ea
Maximum Theoretical Specific Gravity, Rice Method (Tex 207‐F,
Tex227‐F)
Field Tech time (on‐site only, 2‐hour
minimum)
Per hr
Core, per inch thickness
Trip Charge (round‐trip)Per ea
3.3.3.3 ‐ > 10"–14" depth @ 6"Ø
(includes patching and sample prep.)
Per inch
3.3.3.4 ‐ >14" depth @ 6"Ø (includes
patching and sample prep.)
Per inch
3.3.3.1 ‐ 0"–6" depth @ 6"Ø
(includes patching and sample prep.)
Per inch
3.3.3.2 ‐ > 6"–10" depth @ 6"Ø
(includes patching and sample prep.)
Per inch
Residue by Distillation Per ea
Asphalt Content Gauge Calibration Per ea
Laboratory Core Density (Already
Trimmed)
Per ea
Moisture Sensitivity Test (TSR) without
Freese/Thaw
Per ea
Lottman Per ea
Asphalt Marshall Mix Design Review
Penetration Per ea
Abson Recovery Per ea
Ductility Per ea
Specific Gravity, Bulk Per ea
Sand Equivalent Per ea
Softening Point (Ring and Ball)Per ea
Absolute Viscosity Per ea
Per ea
Moisture Sensitivity Test (TSR) with
Freese/Thaw
Per ea
Asphalt Cold Feed Gradation Per ea
Asphalt Density Gauge Core Correction Per ea
Asphalt In Place Density Per ea
Fractured Faces
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
5.75$
4.1
4.1.1 80.50$
4.2 46.75$
4.3 88.50$
4.4
4.4.1 5.25$
4.4.2 6.25$
4.4.3 8.75$
5.1 80.50$
5.2 141.75$
6.1
7.1
4. Field Testing Equipment
Vehicle
Within City of Denton ETJ (round‐trip)Per trip
3.3.3.5 ‐ Per inch beyond 14" depth
@ 6"Ø (includes patching and sample
prep.)
Per inch
Concrete Coring Equipment Charge Per hr
Ultrasonic Testing Equipment Per hr
Per inch
Concrete Core Bit Surcharge (in addition to base
equipment charge)
3‐inch diameter core Per inch
7. Subconsultants
Subconsultant Services Rate+10%
6. Outside Services
Outside Services (Reimbursables)Rate+10%
5. Steel
4‐inch diameter core Per inch
6‐inch diameter core
Reinforcing Steel Observation Per hr
Certified Welding Inspector Per hr
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
2023 Rates
1.1 413.75$
1.2 797.75$
18.75$
21.75$
25.50$
29.50$
29.50$
4.75$
1.5
30.00$
32.50$
35.25$
37.25$
38.50$
1.6
153.50$
88.50$
5.25$
6.25$
8.75$
39.75$
1.7
159.50$
88.50$
73.25$
17.75$
29.50$
$ ‐
1.8 118.75$
1.9 159.50$
1.10 11.25$
1.11 585.00$
1.12 2,610.50$
1.13
Plug/Abandon Observation Well ‐ 0'‐50'413.75$
Plug/Abandon Observation Well ‐ 51'‐100'
1.14 248.25$
1.15 156.00$
Consultant Name: Raba Kistner Consultants, Inc. (Rev1 ‐ October 26, 2021)
1. Drilling Unit
Rig Mobilization (maximum of one per project assignment)Per ea
Minimum Daily Rig Charge (only if drill depth rates below not used)Per day
1.3.2 Soil Drilling 25' to 35' depth (includes all back‐filling)Per ft
1.3 Soil Drilling
1.3.1 Soil Drilling 0' to 25' depth (includes all back‐filling)Per ft
1.3.4 Standard Penetration Tests (SPT) (ASTM D 1586)Per ea
1.3.3 Soil Drilling 35' to 50' depth (includes all back‐filling)Per ft
1.3.5 Shelby Tube (Thin Wall/3") (ASTM D 1587)Per ea
1.4 Rock Drilling
1.4.1 Rock Drill Surcharge (to be used in addition to soil drilling depth rates above only
when rock is encountered)Per ft
1.5.2 Rock Coring 25' to 35' depth (includes all back‐filling)Per ft
Rock Coring
1.5.1 Rock Coring 0' to 25' depth (includes all back‐filling)Per ft
1.5.4 Rock coring 50' to 65' depth (includes all back‐filling)Per ft
1.5.3 Rock coring 35' to 50' depth (includes all back‐filling)Per ft
1.5.5 Rock coring 65' to 80' depth (includes all back‐filling)Per ft
1.6.2 Equipment Charge Per hr
Concrete Coring
1.6.1 Trip Charges (round‐trip)Per ea
1.6.3.2 ‐ 4‐inch diameter core Per inch
1.6.3 Core Bit Surcharge (in addition to base equipment charge)
1.6.3.1 ‐ 3‐inch diameter core Per inch
1.6.4 Repair Core hole Per ea
1.6.3.3 ‐ 6‐inch diameter core Per inch
HMAC Coring
1.7.1 Trip Charge (round‐trip)Per ea
1.7.3 Field Tech time (on‐site only)Per hr
1.7.2 Equipment Charge Per hr
1.7.5 Repair Core hole with Cold Mix Per ea
1.7.4 Repair Core hole with HMAC Per ea
Support Truck Per day
Water Truck Per day
Observation Well ‐ 20' ‐ Typical ‐ Completed Well Per day
Plug/Abandon Observation Well Per ea
Bore Casing Per ft
Observation Well ‐ 20' ‐ Typical ‐ Materials Only Per ea
Steam Cleaner Per day
Air Compressor Per day
1.13A Per ea
1.13B Per ea
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
1.16
2.1 23.50$
2.2 33.00$
2.3 100.50$
2.4 230.50$
2.5 56.75$
2.6 88.75$
2.7 130.00$
2.8 307.25$
2.9 307.25$
2.10 331.00$
2.11 331.00$
2.12 331.00$
2.13 318.25$
2.14 66.25$
2.15 71.00$
2.16 496.25$
53.25$
2.17 136.00$
2.18 206.75$
2.19 587.25$
2.20 916.00$
2.21 201.00$
2.22 236.25$
2.23 437.25$
2.24 466.75$
2.25 80.25$
2.26 71.00$
2.27 248.25$
2.28 177.25$
2.29 145.50$
2.30 277.75$
2.31 177.25$
2.32
1,820.00$
68.50$
88.75$
100.50$
54.50$
71.00$
307.25$
2.33 478.75$
2.34 266.00$
2.35 33.50$
2.36 307.25$
2.37 135.25$
2.38 68.50$
2.39 307.25$
2.40 307.25$
94.50$
3.1
76.75$
Extra Crew Man for Traffic Control on Low Traffic Streets Per hr
Moisture Content + Dry Density (ASTM D 2937)Per ea
Atterberg Limits (ASTM D‐4318; TEX‐104‐E, TEX 105‐E and TEX‐106‐E)Per ea
2. Laboratory Testing
Moisture Content (ASTM D 2216)Per ea
Particle Gradation: Including No. 200 sieve (ASTM D‐422, TEX 110E)Per ea
Particle Gradation: Including No. Hydrometer (ASTM D‐422)Per ea
Hydrometer Analysis (ASTM D 422)Per ea
No. 200 Sieve (ASTM D‐1140: TEX‐111‐E)Per ea
Moisture Density Relationship: Modified Effort; 4" Mold (ASTM D 1557 A & B)Per ea
Moisture Density Relationship: Modified Effort; 6" Mold (ASTM D 1557 C & D)Per ea
Moisture Density Relationship: Standard Effort: 4" Mold (ASTM D 698 A & B)Per ea
Moisture Density Relationship: Standard Effort: 6" Mold (ASTM D 698 C & D)Per ea
Unconfined Compression Test ‐ Cohesive Soils (ASTM D 2166)Per ea
Unconfined Compression Test ‐ Rock (ASTM D 2938)Per ea
Moisture Density Relationship: base & cohesionless sand (TEX 113E)Per ea
Moisture Density Relationship: subgrade & embankment soils (TEX 114 E) Part II Per ea
Triaxial Unconsolidated‐Undrained (UU) (ASTM D 2850) (per point)Per ea
Consolidation Test (ASTM D 2435) (up to 6 load increments)Per ea
2.16.1 Each additional load increment in excess of 6 Per ea
Triaxial Consolidated‐Undrained (CU) with pore pressures (ASTM D 4767)Per ea
Direct Shear UU, per point (ASTM modified)Per ea
Triaxial Unconsolidated‐Undrained (UU) (ASTM D 2850) (multi‐stage, 3 stage loading)Per ea
Triaxial Consolidated‐Undrained (CU) with pore pressures (ASTM D 4767)Per ea
Direct Shear CD with residual strength, per point, incl. ext., unit wt., and moisture Per ea
Shrinkage (Volumetric) (ASTM D 427, ASTM D 4943)Per ea
Direct Shear CU, per point (ASTM D 6528)Per ea
Direct Shear CD, per point (ASTM D 3080), includes extrusion, unit wt., and moisture Per ea
Swell Pressure (ASTM D 4546) Multi‐Load Increments Per ea
Free Swell Per ea
Shrinkage (Bar Linear) (TEX‐107‐E)Per ea
Swell Pressure (ASTM D 4546) Single Load Per ea
Texas Triaxial Compression Test (TEX‐117E)
2.32.1 Molding, Curing, and Testing (9 Specimens)Per ea
Controlled Pressure Swell Per ea
PVR (TEX 124‐E)Per ea
2.32.3 Sieve Analysis (TEX‐110‐E)Per ea
2.32.2 Sample Preparation (TEX‐101‐E)Per ea
2.32.5 Percent Passing No. 200 Sieve (TEX‐111‐E)Per ea
2.32.4 Atterberg Limits (Liquid and Plastic Limits) (TEX‐104‐E, TEX‐105‐E, TEX‐10‐E)Per ea
2.32.7 Wet Ball Mill (TEX‐116‐E)Per ea
2.32.6 Bar Linear Shrinkage of Soils (TEX‐107‐E)Per ea
Soil Lime Compression Test (TEX‐121‐E, ASTM D 3551)Per ea
Soil‐Lime Compaction Testing (TEX‐121‐E, Part II)Per ea
Soil‐Lime Relationship: PI Method (TEX‐112‐E, ASTM D 3551)Per ea
Soil‐Lime Relationship: PH Method (ASTM D 6276, ASTM D 3551)Per ea
Expansion, Shrinkage, and Uplift Pressure of Soil‐Lime Mixtures (ASTM D‐3877)Per ea
California Bearing Ratio (CBR) of Laboratory‐Compacted Soils (ASTM D 1883)Per ea
Atterberg Limits of Lime Treated (ASTM D 4318, ASTM D 3551)Per ea
Sample Remolding Per ea
2.40.1 Each Additional Point Per ea
3.1.1 Soluable Sulfate (ASTM C88)Per ea
3. Miscellaneous Testing
Soluble Sulfate (ASTM C 88)
3.1.2 Soluable Sulfate (TEX‐145‐E)Per ea
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
3.2 76.75$
3.3 37.75$
3.4 88.75$
3.5 174.75$
3.6 42.50$
3.7
62.25$
3.8 407.75$
3.9 336.75$
3.10 41.00$
3.11 424.75$
3.12 921.75$
5.1
6.1
Specific Gravity of Soils (TEX‐108‐E)Per ea
Soil pH (TEX‐128‐E)Per ea
Crumb Test of Clayey Soils (ASTM 6572)Per ea
Organic Content (ASTM D 2974)
Laboratory Resistivity (ASTM G‐58, TEX 129‐E)Per ea
PH, Sulfate, Chloride & Resistivity Per ea
3.7.2 Organic Content (TEX‐148‐E)Per ea
3.7.1 Organic Content (ASTM D2974)Per ea
Unit Weight (ASTM D2166)Per ea
Permeability ‐ Falling Head (ASTM D 5084)Per ea
Permeability ‐ Constant Head (ASTM D 2434)Per ea
5. Outside Services
Outside Services (Reimbursables)Rate+10%
Per eaRelative Density (ASTM D2049)
"R" Value Determination (ASTM D2844)Per ea
6. Subconsultants
Subconsultants Services Rate+10%
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
Standard TItles
Engineering Technician I (1‐5)$62.00 /hr
Engineering Technician II (5‐10)$66.50 /hr
Engineering Technician III (10‐15)$73.75 /hr
Engineering Technician IV (15‐20)$82.50 /hr
Engineering Technician V (20‐25)$87.50 /hr
Laboratory Supervisor (25‐30)$130.50 /hr
Engineer in Training I (0‐5)$93.25 /hr
Engineer in Training II (5‐10)$105.25 /hr
Professional Engineer I (4‐8)$117.50 /hr
Professional Engineer II (8 ‐10)$134.25 /hr
Professional Engineer III (10‐15)$160.25 /hr
Professional Engineer IV (15‐20)$176.25 /hr
Professional Engineer V (20‐25)$193.25 /hr
Administrative Assistant I (0‐5)$52.50 /hr
Administrative Supervisor II (8‐12)$85.50 /hr
Certified Welding Inspector III (10‐15)$141.75 /hr
Project Manager $180.75 /hr
Project Principal $281.75 /hr
HOURLY RATE SHEET for:
Consultant Name: Raba Kistner Consultants, Inc. (Rev1 ‐ October 26, 2021)
ATTACHMENT A
DocuSign Envelope ID: 9FCD28CF-E346-4392-91EC-67A13872BE05
Certificate Of Completion
Envelope Id: 9FCD28CFE346439291EC67A13872BE05 Status: Completed
Subject: Complete with DocuSign: 7742 Informal Amendment 1 - Price Increase
Source Envelope:
Document Pages: 10 Signatures: 2 Envelope Originator:
Certificate Pages: 5 Initials: 0 Erica Garcia
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-06:00) Central Time (US & Canada)
901B Texas Street
Denton, TX 76209
erica.garcia@cityofdenton.com
IP Address: 198.49.140.104
Record Tracking
Status: Original
3/13/2023 2:01:54 PM
Holder: Erica Garcia
erica.garcia@cityofdenton.com
Location: DocuSign
Signer Events Signature Timestamp
Erica Garcia
erica.garcia@cityofdenton.com
Buyer
City of Denton
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.49.140.104
Sent: 3/13/2023 2:04:46 PM
Viewed: 3/13/2023 2:04:58 PM
Signed: 3/13/2023 2:05:02 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
ISIDORO ARJONA
iarjona@rkci.com
Vice President
Security Level: Email, Account Authentication
(None)Signature Adoption: Drawn on Device
Using IP Address: 64.183.195.170
Sent: 3/13/2023 2:05:03 PM
Viewed: 3/13/2023 2:12:17 PM
Signed: 3/13/2023 2:12:30 PM
Electronic Record and Signature Disclosure:
Accepted: 11/4/2021 7:41:43 AM
ID: dc040eff-beb8-44e6-848d-ed6ca2a962bb
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Cheyenne Defee
cheyenne.defee@cityofdenton.com
Procurement Administration Supervisor
City of Denton
Security Level: Email, Account Authentication
(None)
Sent: 3/13/2023 2:12:31 PM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 3/13/2023 2:04:46 PM
Certified Delivered Security Checked 3/13/2023 2:12:17 PM
Signing Complete Security Checked 3/13/2023 2:12:30 PM
Completed Security Checked 3/13/2023 2:12:31 PM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, City of Denton (we, us or Company) may be required by law to provide to
you certain written notices or disclosures. Described below are the terms and conditions for
providing to you such notices and disclosures electronically through your DocuSign, Inc.
(DocuSign) Express user account. Please read the information below carefully and thoroughly,
and if you can access this information electronically to your satisfaction and agree to these terms
and conditions, please confirm your agreement by clicking the 'I agree' button at the bottom of
this document.
Getting paper copies
At any time, you may request from us a paper copy of any record provided or made available
electronically to you by us. For such copies, as long as you are an authorized user of the
DocuSign system you will have the ability to download and print any documents we send to you
through your DocuSign user account for a limited period of time (usually 30 days) after such
documents are first sent to you. After such time, if you wish for us to send you paper copies of
any such documents from our office to you, you will be charged a $0.00 per-page fee. You may
request delivery of such paper copies from us by following the procedure described below.
Withdrawing your consent
If you decide to receive notices and disclosures from us electronically, you may at any time
change your mind and tell us that thereafter you want to receive required notices and disclosures
only in paper format. How you must inform us of your decision to receive future notices and
disclosure in paper format and withdraw your consent to receive notices and disclosures
electronically is described below.
Consequences of changing your mind
If you elect to receive required notices and disclosures only in paper format, it will slow the
speed at which we can complete certain steps in transactions with you and delivering services to
you because we will need first to send the required notices or disclosures to you in paper format,
and then wait until we receive back from you your acknowledgment of your receipt of such
paper notices or disclosures. To indicate to us that you are changing your mind, you must
withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your
DocuSign account. This will indicate to us that you have withdrawn your consent to receive
required notices and disclosures electronically from us and you will no longer be able to use your
DocuSign Express user account to receive required notices and consents electronically from us
or to sign electronically documents from us.
All notices and disclosures will be sent to you electronically
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
electronically to you through your DocuSign user account all required notices, disclosures,
authorizations, acknowledgements, and other documents that are required to be provided or
made available to you during the course of our relationship with you. To reduce the chance of
you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required
notices and disclosures to you by the same method and to the same address that you have given
us. Thus, you can receive all the disclosures and notices electronically or in paper format through
the paper mail delivery system. If you do not agree with this process, please let us know as
described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
electronically from us.
Electronic Record and Signature Disclosure created on: 7/21/2017 3:59:03 PM
Parties agreed to: ISIDORO ARJONA
How to contact City of Denton:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
receive notices and disclosures electronically as follows:
To contact us by email send messages to: purchasing@cityofdenton.com
To advise City of Denton of your new e-mail address
To let us know of a change in your e-mail address where we should send notices and disclosures
electronically to you, you must send an email message to us at melissa.kraft@cityofdenton.com
and in the body of such request you must state: your previous e-mail address, your new e-mail
address. We do not require any other information from you to change your email address..
In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected
in your DocuSign account by following the process for changing e-mail in DocuSign.
To request paper copies from City of Denton
To request delivery from us of paper copies of the notices and disclosures previously provided
by us to you electronically, you must send us an e-mail to purchasing@cityofdenton.com and in
the body of such request you must state your e-mail address, full name, US Postal address, and
telephone number. We will bill you for any fees at that time, if any.
To withdraw your consent with City of Denton
To inform us that you no longer want to receive future notices and disclosures in electronic
format you may:
i. decline to sign a document from within your DocuSign account, and on the subsequent
page, select the check-box indicating you wish to withdraw your consent, or you may;
ii. send us an e-mail to purchasing@cityofdenton.com and in the body of such request you
must state your e-mail, full name, IS Postal Address, telephone number, and account
number. We do not need any other information from you to withdraw consent.. The
consequences of your withdrawing consent for online documents will be that transactions
may take a longer time to process..
Required hardware and software
Operating Systems: Windows2000? or WindowsXP?
Browsers (for SENDERS): Internet Explorer 6.0? or above
Browsers (for SIGNERS): Internet Explorer 6.0?, Mozilla FireFox 1.0,
NetScape 7.2 (or above)
Email: Access to a valid email account
Screen Resolution: 800 x 600 minimum
Enabled Security Settings:
•Allow per session cookies
•Users accessing the internet behind a Proxy
Server must enable HTTP 1.1 settings via
proxy connection
** These minimum requirements are subject to change. If these requirements change, we will
provide you with an email message at the email address we have on file for you at that time
providing you with the revised hardware and software requirements, at which time you will
have the right to withdraw your consent.
Acknowledging your access and consent to receive materials electronically
To confirm to us that you can access this information electronically, which will be similar to
other electronic notices and disclosures that we will provide to you, please verify that you
were able to read this electronic disclosure and that you also were able to print on paper or
electronically save this page for your future reference and access or that you were able to
e-mail this disclosure and consent to an address where you will be able to print on paper or
save it for your future reference and access. Further, if you consent to receiving notices and
disclosures exclusively in electronic format on the terms and conditions described above,
please let us know by clicking the 'I agree' button below.
By checking the 'I Agree' box, I confirm that:
• I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF
ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and
• I can print on paper the disclosure or save or send the disclosure to a place where I can
print it, for future reference and access; and
• Until or unless I notify City of Denton as described above, I consent to receive from
exclusively through electronic means all notices, disclosures, authorizations,
acknowledgements, and other documents that are required to be provided or made
available to me by City of Denton during the course of my relationship with you.