HomeMy WebLinkAboutC2011-018 - 1/25/2011 - ApprovedEngineering Laboratory Materials Inspection & Testing Services
This AGREEMENT is between the City of Corpus Christi, Texas, a Texas home-
rule municipal corporation, "CITY", acting through its duly authorized City Manager or designee
("City Engineer"), and Rock Engineering & Testing Laboratory, fnc., a Texas corporation or
partnership, "LAB", acting through its duly authorized representative who is
~~r~-i s '12cc~. Name) ~ne~5 ~' (Title), which agree as follows:
~,nc~y~,r
1. DECLARATIONS "CITY" desires to ratify services provided by the "LAB" to
permit payment in connection with City's project, described as follows: Kostorvz Phase 1 and
Phase 2 (Proiect No. 6489 & 64901 "PROJECT".
2. SCOPE OF WORK "LAB" has provided services to the PROJECT in
accordance with the accompanying Scope of Services and Fee Schedule attached as "Exhibit A"
and the Terms and Conditions to AGREEMENT attached as "Exhibit B".
3. FEE The "CITY" agrees to pay the "LAB" for services provided in
accordance with Exhibit "A", Scope of Services and Fee Schedule under this AGREEMENT,. a
not to exceed fee of $'149,379.Oa (in figures), (One Hundred Forty Nine ,Thousand Three
Hundred Seventy Nine and nolxx dollars (in words). ~ .~~__
4. INDEMNIFICATION AND HOLD HARMLESS The Consultant agrees to
indemnify, save harmless and defend the C'tty of Corpus Christi, and its agents, servants, and
employees as more fully set forth in Exhibit "C".
5. CITY'S DISCLOSURE OF HAZARDOUS & TOXIC MATERIALS AND
CONDITIONS AT THE PROJECT SITE. That to the best of the City's knowledge, based upon
currently available information, the only hazardous or toxic materials, as defined by the laws and
regulations of the Federal government, the state, and city which exist at the PROJECT SITE are
as follows: None.
CITY O~ C~?RP RISTI z B ~9~~
By: ~ 0/
Johnny Perales, P.E. (Date)
Assistant City Manager
ATTEST:
~./ r /~,
Armando Chapa, City Secretary (Date)
APPROVED AS TO FORM:
BY
(S~GNATURE)
c~ ~~/~~
(Date)
6817 Lea and Street
(Address)
Corpus Christi, TX 78409
(CitylState/Zip)
361-883-4555 Fax: 361-883-4711
(PhonelFax No.)
~y ~ ~o
Legal D part nt (Date)
5509206-000 -107126 $79,017.00
55092 -3546-D 00-107121 $7D,362.D0
_~ a
Za>i ><-o><s
Mza~i-a3z
az~~.s~ii
Rock Eng. & Testing Lab.
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• GEOTECHNICAL ENGINEERING
• CONSTRUCTION MATERIALS ENGINEERING &
TESTING
• SOILS • ASPHALT • CONCRETE
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 78401
Attn: Mr. Pete Anaya, P.E. -Director of Engineering
SUBJECT: ESTIMATED TESTING BUDGET FOR THE PROPOSED
Kostoryz Road, Phase 1 & II
City Project No.: 6489 & 6490
Corpus Christi, Texas
RETL Proposal Number: P121410C
Dear Mr. Anaya,
Rock Engineering and Testing Laboratory, Inc. (BETE) is pleased to be selected to perform the required
Construction Materials Testing for the above referenced project. The Estimated Construction Materials
Testing Budget for this project Phase I is $79,017.00 and Phase II is $70,362.00.
The estimated construction materials testing budget is based on a review of the information provided to
RETL. An estimated breakdown of field and laboratory testing required is included as an attachment.
Please make note that the actual fees invoiced for this project will be based on the actual testing
performed. The total fee assessed will be dependent on the contractor's construction techniques,
number of trips made to the jobsite, elapsed time from technician arrival to commencement of
testing activities, and any time the technician is required to be on-site blot not performing testing
activities. In addition, in-place densities will be invoiced for a minimum of 3 in-place densities per
trip.
Please be advised that weekend Technician time will be invoiced portal to portal at an additional rate
of $24.00 per hour.
RETL appreciates your consideration of our firm to assist you during the construction phase of your
project. If you agree with this proposal, please sign the attached Laboratory Testing Services
Agreement, submit the Distribution List and provide billing information. Please do not hesitate to
contact me at (361) 883-4555 if you have any questions regarding the proposal or world [Ike to
discuss further.
Sincerely,
Sandra Kirk
Project Estimator
ROCK ENGINEERING & TESTING LABORATORY, INC.
6817 LEOPARD STREET • CORPUS CHRISTI, TEXAS, 78409
OFFICE: (361) 883-4555. FAX: (351) 883-4711 • www.rocktesting.com Exhibit A
Pa e 7 of 9 7
December 29, 2010
Date; December 29, 2010
Project Name: Kostoryz Road, Phase I (From Horne to Sunnybrook Road w/ B rawner bitch Off-Site Drainage)
City Project No.: 6489
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test~uantitX Unit Fee Fee
PART B -STREET {RIGID PAVEMENT)
Concrete
Description: 7" Reinforced Concrete Rigid Pavement (Incl. Curb & Gutter}
Square Footage: 207,864
Square Yardage: 23,096
Set Size: Concrete Cylinders {set of 4} 90 $152.00 $13,680.00
Tast Schedule; 1 @ 7 days & 3 @ 2$ days
Concrete Strength: 4000 PSI
Test Frequency: 1 set per 50 CY
HMAC
Description. 1° HMAC -TYPED Sampie Charge $SO.OD $]50.00
Square Yardage: 23,812
Tonage: 1,310
FuEI Series Freq.: 1 every 500 Tons or Day 3 $533.00 $1,599.00
Gored in Place Freq.: 1 every 300 LF of Street 12 $86.OD $1,032,00
Base
Cement Stabilize Exist 5" Caliche
Description: Subbase (3%} Sample Charge $50.00 $200.00
Square Footage: 212,786
Linear Footage: 3,482
Number of Lanes: 5
Proctor Type: Standard 4 $197.00 $788.00
Density Requirements: 98% std. f2% opt. Moisture 166 $38.00 $6,308.00
Test Frequency: 1 every 100 LF Street per Lane
Subgrade
Description: 8" Proof Rolled Non-Yielding Subgrade Sample Charge $50.00 $104.00
Square Footage; 212,786
Square Yardage: 25,77!
Linear Footage: 3,482
Number of Lanes: 5
Proctor Type: Standard 2 $]74.OD $34$.00
Density Requirements: 98% std. at ar above opt. Moisture 175 $38.OD $6,650,00
Test Frequency: ]every I00 LF Street per Lane
Subgrade
Description: 6" Compacted Subgrade
Square Yardage: 745
Number of Lanes: 5
Proctor Type: Standard
Density Requirements: 98% std, at or above opt. Moisture
Test Frequency: 1 every 100 LF of Street
HMAC
Description: 2" HMAC -TYPE D
Square Yardage: 596
Tonage; 66
Full Series Freq.: I every 500 Tons or Day
Cored in Place Freq.: I every 300 LF of Street
1 of 8
Sample Charge $50.04 $50.00
1 $174.00 $174.00
26 $38.00 $988.00
Sample Charge $50.00 $50.00
1 $533.D0 $533.00
1 $86.00 $86.00
Exhibit A
Pa e 2 of 17
z
Date: December 29, 2010
Project Name: Kostoryz Road, Phase I (From Horne to Sunnybroak Road w/ Browner Ditch Off-site Drainage}
City Project No.: 6489
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test uanti Unit Fee Fee
Base
Description: 8" Crushed Limestone Base Sample Charge $50.00 $50.00
Square Footage: ] 8,342
Square Yardage: 2,038
Proctor Type; Modified I $227,44 $227.00
Density Requirements: 98%mod. ~I.S%opt.Moisture 4 $38.00 $152.00
Test Frequency: I every 200 LF of Street
Additional Test: Atterberg Limits & Gradation I $160,00 $160.00
Additional Tast: Wet Ball Mill 1 $289.00 $289.00
I-IMAC
Description: 2,5" HMAC -TYPED Sample Charge $50,00 $54.00
Square Yardage: 603
Tonage: 83
FuEI Series Freq.; I every 500 Tons or Day 1 $533.00 $533.00
Cored in Place Freq.: I every 300 LF of Street 1 $86.00 $86.00
Base
Description: 5" Crushed Limestone Base
Square Footage: 5,994
Square Yardage; 6b6
Proctor Type: Modified
Density Requirements: 98%mod. f1.5%opt. Moisture 8 $38.00 $304.00
Test Frequency: I every I00 LF Street per Lane
HMAC
Description: 4" HMAC -TYPED Sample Charge $50.00 $50.00
Square Yardage: ],175
Tonage: 259
Fu11 Series Freq.: 1 every 500 Tons or Day 1 $533.00 $533.00
Cored in Place Freq.: I every 300 LF of Street 1 $86.00 $86.00
HMAC
Description: 5" HMAC - TYPE B Sample Charge $50.00 $50.00
Square Yardage: 603
Tonage: ]b6
Full Series Freq.: I every 500 Tons or Day l $533.00 $533.00
Cored in Place Freq,: I every 300 LF of Street 2 $86A0 $172.00
Concrete
Description: 6" Concrete Driveway
Square Footage; 20,806
Cubic Yards: 386
Set Size: Concrete Cylinders (set of 4)
Test Schedule: I @ 7 days & 3 @ 28 days 8 $152.00 $1,216,00
Concrete Strength: 4000 PSI
Test Frequency: 1 Test per Production Day
z ots Exhibit A
Pa e3of17
Date: December 29, 2010
Project Name: Kostoryz Road, Phase i (From Home to Sunnybroolc Road wl Brawner Ditch Off-Site Drainage)
City Proj ect No.: 6489
Contact: Mr. Pete Anaya, P, E,
Contact Information: City of Corpus Christi
Concrete
Description: New 4" Concrete
Square Footage: 1,632
Cubic Yards: 24
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength; 4000 PSI
Test Frequency: 1 Test per Production Day
Curb and Gutter
Description; Concrete Curb & Gutter
Linear Footage: 832
Density Requirements: 95% std.
Density Frequency: I every 200 LF
Concrete
Set Sizc: Concrete Cylinders {set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 every 1,000 LF
Curb and Gutter #2
Description: Type A -Header Curb
Linear Footage: 25
Density Requirements: 95% std,
Density Frequency: 1 every 200 LF
Concrete
Set Size: Concrete Cylinders {set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 every 1,000 LF
HIKE & BIKE TRA[L - t0' Wide
Subgrade
Description; 12" Compacted Subgrade
Square Footage: 25,910
Linear Footage: 2,593
Proctor Type: Standard
Density Requirements; 95%std. +2%opt. Moisture
Test Frequency: 1 every 104 LF of Street
Concrete
Description: 6 "Reinforced Concrete
Square Footage: 25,910
Cubic Yards: 480
- Set Size: Concrete Cylinders (set of 4)
Test Schedule: I @ 7 days & 3 @ 28 days
Concrete Strength: 4400 PSI
Test Frequency: 1 set every 4,000 SF 1 Per Day
Test Ouantttx Unit Fee Fee
3 $152.00 $456.00
5 $38.00 $190.00
2 $152.00 $304.00
1 $38.00 $38.00
] $152.04 $152.00
Sample Charge $50.00 $50,00
1 $174.00 $174,40
26 $38.00 $988.00
7 $]52.D0 $1,064.00
3of8
Exhibit A
Pa e4of17
Date; December 24, 2010
Project Name: Kostoryz Road, Phase I (From Ilorne to 5unnybrook Road wl Browner Ditch OfF--Si te Drainage)
City Project No.: 6489
Contact: Mr, Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test Quantity Unit Fee Fee
UTILITIES
Initial Backfill Sample Charge $54.00 $50.00
Proctor Type: Standard 1 $174.00 $174.00
Additional Test: Atterberg Limit & Gradation 1 $164.04 $160.00
Final Backfill Sample Charge $50.00 $150.00
Proctor Type; Standard 3 $ ] 74.00 $522.00
Cement Stabilized Backfill Sample Charge $50,00 $54.40
Proctor Type: Standard I $]74.04 $174,04
PART C -STORM WATER
Stormwater
Line Description: 12", 1 S" & 18° RCP Culvert
Line Length (LF): 1294
Density Requirements: 95%std.;-]to+3%optimum 26 $38.04 $988.04
Test Frequency: ]every 200 LF per lift
Number of Lifts: 4
Stormwater #2
Line Description: 21" & 24" RCP Culvert
Line Length (LF}: 185
Density Requirements: 95% std.; -1 to +3%optimum 4 $38,00 $152.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 4
Stormwater #3
Line Description: 30", 33" & 36" RCP Culvert
Line Length (LF): 130
Density Requirements; 95%std.;-lto+3°/a optimum 6 $38.00 $228.04
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 6
Stormwater #4
Line Description: b' x 6' RCS Culvert
Line Length {LF}: 1,404
Density Requirements: 95% std.; -] to +3%optimum 74 $38.04 $2,660.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 10
Stormwater #5
Line Description: 8' x 8' RCB Culvert
Line Length (LF): 1,542
Density Requirements: 95%std.;-1 to+3%optimum 78 $38.00 $2,964.40
Test Frequency: 1 every 204 LF per lift
Number of Lifts: ] 0
4of8
Exhibit A
Pa e5of17
Date: December 29, 2010
Project Name: rCostoryz Road, Phase I (From I-Iome to Sunnybrook Road wl Browner Ditch Off-Site Drainage)
City Project No.: b489
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Stormwater #6
Line Description:
Line Length (LF):
Density Requirements
Test Frequency:
Number of Lifts:
Stormwater #7
Line Description:
Line Length {LF):
Density Requirements
Test Frequency:
Number of Lifts:
inlets
Inlet Description:
Number of Inlets:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Inlets
Inlet Description;
Number of Inlets:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
inlets
Inlet Description:
Number of inlets:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
10' x 10' RCB Culvert
507
95% std.; -1 to +3%optimum
i every 200 LF per lift
10
Remove RCP Culvert & Backfill w/
Lament Stabilized Sand
4,399
95% std.; -1 to +3%optimum
I every 200 LF per lift
6
5' Curb Inlet
27
Concrete Cylinders (set of 4}
@7days&3@28 days
4000 PSi
1 set every b items
Test OuantitX IJnit Fee Fee
FART R -WASTEWATER
Wastewater
Line Description:
Line Length (LF):
Density Requirements
Test Frequency:
Number of Lifts:
5' Extension for Curb Inlet
Concrete Cylinders (set of 4}
] @ 7days & 3 @ 28 days
4000 PSI
1 set every 6 items
Drop 1 Post Inlet
6
Concrete Cylinders (set of 4)
1 @ 7days & 3 @ 28 days
4000 PSI
1 set every 6 items
8", ] 0" & 16" IiDPE Pipe
1,775
95% std.; -1 to +3%optimum
1 every 200 LF per lift
5
30 $38.00 $1,140.04
132 $38.00 $5,016.00
5 $152.04 $760.00
1 $152,00 $152.00
t $152,00 $152,00
45 $38.00 $1,710.00
5of8
Exhibit A
Pa e6af17
Date: December 29, 2D 1 D
Project Name: ICostoryz Road, Phase 1 {From Horne to Sunnybrook Road wl Browner Ditch Off-Site Drainage}
City Project No.: 6489
Contact; Mr, Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test Quantity Unit Fee Fee
Wastewater #2
Linc Description: 8", 12" &15" PVC
Line Length (LF): ],067
Density Requirements: 95%std.; -I to+3%optimum 30 $38.00 $1,140,40
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Wastewater #3
Line Description: 18" PVC
Line Length (LF}: 1,160
Density Requirements: 95% std.; -1 to +3°/a optimum 36 $38,00 $1,368.00
Test Frequency: ]every 240 LF per lift
Number of Lifts: 6
Wastewater #4
Line Description: Rem. & Repl. $" C900 PVC
Line Length (LF); 25
Density Requirements: 95% std.; -1 to +3%optimum 5 $38.04 $190.00
Test Frequency: I every 200 LF per lift
Number of Lifts: 5
Manholes
Manhole Description: 5" Diameter Sanitary Sower Manhole
Number of Manholes: 20
Set Size: Concrete Cylinders (set of 4) 7 $152.00 $1,064.00
Test Schedule: 1 @ 7 days & 3 a 28 days
Concrete Strength: 4000 PST
Test Frequency: 1 set every 3 items
Manholes
Sanitary Sewer Manhole Depth
Manhole Description; Greater Than 6"
Verticle Feat: 147 VF
Set Size: Concrete Cylinders {set of 4} 1 $] 52.00 $152.40
Test Schedule: I @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSl
Test Frequency: 1 set every 3 items
PART E -WATER
Water
Line Description: 8", 12" & 16" PVC
Line Length (LF}: 694
Density Requirements: 95%std.;-lta+3%optimum 16 $38.00 $64$.40
Test Frequency: 1 every 200 LF per Eift
Number of Lifts: 4
Water #2
Line Description: 8" & 12" Ductile Iron Pipe
Line Length (LF): 126
Density Requirements: 95%std.;-] to+3%optimum 4 $38.00 $]52.00
Tast Frequency; 1 every 200 LF per lift
Number of Lifts; 4
fiof6
exhibit A
Pa e7of17
Date: December 29, 2010
Project Name: Kostoryz Road, Phase I (From Home to Sunnybrook Road w/ Bro wner Ditch Off Site Drainage}
City Project Na,; 6489
Contact: Mr, Pete Anaya, P.E,
Contact Information: City of Corpus Christi
Test,Q.nantity Unit Fee Fee
PART F -ADA IMPROVEMENTS
Ramp
Description: ADA Curb Ramp
Square Footage: 2,431
Set Size; Concrete Cylinders (set of 4} 4 $152.00 $608.00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength; 4000 PSI
Test Frequency: I set every 4,000 SF /Per Day
Sidewalk
Description: 5" Concrete Sidewalk
Square Footage: 16,255
Set Size: Concrete Cylinders (set of 4) 5 $152.00 $760.00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
"Pest Frequency: 1 set every 4,000 SF /Per Day
PART G - RTA BUS STOP IMPROVEMENTS
Ramp
Description: ADA Curb Ramp
Square Footage: 582
Set Size; Concrete Cylinders (set of 4) 4 $]52,00 $608.00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 4,000 SF 1 Per Day
5 i dewalk
Description; 5" Concrete Sidewalk
Square Footage: 3,199
Set Size: Concrete Cylinders {set of 4) 1 $152.00 $152.00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: ]set every 4,000 SF 1 Per Day
Bus Pad 1
Description: Concrete Bus Pedestrain Pad - 30' x 9.5"
Square Footage: 1,140
Set Size; Concrete Cylinders (set of 4) 4 $152,00 $608.00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4040 PSI
Test Frequency: 1 set every 4,000 SF /Per Day
INSPECTIONS & OBSERVATIONS
Field Technician 1 hour 40 $48.00 $1,920.00
CYLINDER PICK-UP FEES
Number of Trips: 81 $39.00 $3,159.00
7of8
Exhibit A
Pa e8of17
Data: December 29, 20]0
Project Name: Kostoryz Road, Phase I (From Horne to Sunnybrook Road w/ Browner Ditch Off-site Drainage)
City Project No.: 6489
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test Quantity Unit Fee Fee
TRANSPORTATION FEES
Location: Corpus Christi, Texas 375 $23.00 $8,625,44
ADMINISTRATION FEES
ESTIMATED TOTAL
$58.00 $58.00
*This is only an estimate. Please make note that the actual fees invoiced for this project will be based
on the actual testing performed. The total fee assessed will be dependent on the contractor's
construction techniques, number of trips made to the jobsite, elapsed time from technician arrival to
commencement of testing activities, and any time the technician is required to be on-site but not
performing testing activities.
Sofa
$79,11]7.00
Exhibit A
~a e9of17
Date: December 29, 2010
Project Name: Kostoryz Road, Phase II (From Sunnyhroolc Road to S,P,LD,)
City Project No.: 6490
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
FART I3 -STREET (RIGID PAVEMENT)
Test Quantity Unit Fee Fee
Subgrade #1
Description: 6" Compacted Subgrade Sample Charge $50.00 $50.04
Square Yardage: 618
Linear Footage: 158
Number of banes: 2
Proctor Type; Standard 1 $174.00 $174.00
Density Requirements: 95% std. at or above opt. Moisture 4 $38.00 $152.04
Test Frequency: 1 every 100 LF Street per lane
Subgrade #2
Description: 8" Proof Rolled NomYielding Subgrade Sample Charge $50.04 $150.00
Square Yardage: 3,95]
Linear Footage: 2,676
Number of Lanes: 5
Proctor Type; Standard 3 $174.00 $522.00
Density Requirements: 95% std. at or above opt. Moisture 134 $38.00 $5,092,04
Test Frequency: I every 100 LF Street per lane
Base # ]
Description: 5" Crushed Limestone Base Sample Charge $50.04 $50.00
Square Yardage: 2,111
Linear Footage: 392
Number of Lanes: 2
Proctor Type: Modified 1 $227.00 $227.00
Density Requirements: 98% mod. X1.5% opt. Moisture 6 $38.00 $228.00
Test Frequency: I every ] 00 LF Street per Lane
Additional Test: Atterberg Limits and Gradation 1 $160.00 $160.00
Additional Test: Wet Ball Abrasion 1 $275.40 $275.00
Base #2
Description: 8" Crushed Limestone Base
Square Yardage: 6I8
Linear Footage: 158
Number of Lanes: 2
Proctor Type: Modified
Density Requirements: 98%mod. fL5%opt. Moisture 4 $38.00 $]52.40
Test Frequency: I every ] OD LF Street per Lane
Cement Stabilized Salvage Base
Description: 5" Cement Stabilized Salvage Base Sample Charge $50.00 $240.00
Cubic Yardage: 3,132
Linear Footage: 2,284
Number of Lanes: 5
Proctor Type: Standard 4 $]97.00 $788.00
Density Requirements: 98% std. f2% opt, Moisture 115 $38.00 $4,370.04
Test Frequency: I every 100 LF Street per Lane
9 Of B
Exhibit A
i'a a 10 of 17
Date: December 29, 2010
Project Name: Kostoryz Road, Phase II (From Sunnybrook Road to S.P.1.D.)
City Project No,: 6490
Contact: Mr. Pete Anaya, P,E.
Contact information: City of Corpus Christi
Test Quantity Unit Fee Fee
HMAC (Type 13}
Description: 5" HMAC (Type 13) Sample Charge $50.00 $50.40
Square Yardage: 1,840
Tonnage: 506
Full Series Freq.: 1 every 500 Tons l $533.OD $533.00
Cored in Place Freq.: l every 300 LF of Street 2 $86,00 $172.00
HMAC (Type D) # 1
Description: 1" HMAC (Type D) Sample Charge $50.00 $]00.00
Square Yardage: 16,013
Tonnage: 881
Full Series Freq.: 1 every 500 Tons 2 $533.00 $1,06b.OD
Cored in Place Freq.: 1 per 300 LF Strect 8 $86.00 $688.00
HMAC {Type D} #2
Description: 2" HMAC (Type D} Sample Charge $50,00 $50.00
Square Yardage: 521
Tonnage: 58
Full Series Freq.: i every 500 Tons I $533.00 $533.00
Cored in Place Freq.: I per 300 LF Street 2 $8b.00 $172.00
HMAC {Type D) #3
Description: 2.5" HMAC (Type D) Sample Charge $50.00 $50.00
Square Yardage: 1,840
Tonnage: 253
Full Series Freq.: ]every 500 Tons ] $533.00 $533.00
Cored in Place Freq.: I per 300 LF Street 2 $86,00 $172.00
Concrete Paving
Description: 7" Reinforced Concrete Pavement
Square Yardage: 15,497
Cubic Yards: 3,012
Set Size: Concrete Cylinders (set of 4) 61 $] 52.00 $9,272,00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 40D0 PSI
Test Frequency: ]set per 50 CY
Concrete Driveways
Description: 6" Concrete Driveway
Square Footage: 1b,547
Cubic Yards: 307
Set Size: Concrete Cylinders (set of 4) b $152.00 $912,00
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 40D0 PST
Test Frequency: ]Test par Production Day
2of8
Exhibi# A
Pa a 11 of 9 7
Date: December 29, 2010
Project Name: Ifostoryz Road, Phase iI (From 5unnybrook Road to S.P.I.b.}
City Project No.: 6490
Contact; Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Concrete (New 4")
Description: New 4" Concrete
Square Footage: 483
Set Size: Concrete Cylinders {set of 4}
Test Schedule: i @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: ]Test per Production Day
Concrete Retaining Wal]
Description: Concrete Retaining Wall
Linear Footage: 2,471
Set Size: Concrete Cylinders {set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 every 1000 LF
Curb and Gutter # 1
Description: Curb & Gutter @ 7" Concr. Pvmnt.
Linear Footage: 4,560
Density Requirements: 9S% Std.
Density Frequency: I every 200 LF
Concrete
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: l every 1000 LF
Curb and Gutter #2
Description: Curb & Gutter
Linear Footage: 684
Density Requirements: 95% Std.
Density Frequency: I every 200 LF
Concrete
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4400 PSI
Test Frequency: 1 every 1000 LF
(]TCLCT~~S
Initial Backfill
Proctor Type: Standard
Additional Test: Atterberg Limit & Gradation
Final Backfill
Proctor Type: Standard
Cement Stabilized Backfill
Proctor Type: Standard
3pf8
Test Quantity Unit Fee Fee
1 $ ] 52.00 $152.00
4 $ ] 52.00 $608.00
23 $38.00 $874.00
5 $152.00 $760.00
4 $38.00 $152.00
2 $152,00 $304.00
Sample Charge $50,00 $50.00
1 $174,00 $174.00
1 $160.00 $160.00
Sample Charge $50.00 $150.00
3 $]74.00 $522.00
Sample Charge $50.00 $50.00
1 $174,00 $174.00
Exhibit A
Pa e ~2 of T7
Date: Decerr~ber 29, 2010
Project Name; Kostoryz Road, Phase II (From Sunnybrook Road to S.P.I.D.)
City Project No.: 6490
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
PART C -STORM WATER
Stormwater # 1
Line Description: 15", 18" & 24" RCP Culvert .
Line Length (LF): 887
Density Requirements: 95% std.; -1 to -~3% optimum
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 8
Stormwater #2
Line Description: 42", 48" & 54" RCP Culvert
Line Length {LF}: 891
Density Requirements: 95% std.; -1 to +3% optimum
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 4
Stormwater #3
Line Description: 5' x 5' RCB Culvert
Line Length (LF): 1,218
Density Requirements: 95% std.; -1 to +3% optimum
Test Frequency: ]every 200 LF per lift
Number of Lifts: b
Stormwater #4
Line Description: 6' x 6' RCB Culvert
Line Length (LF): 282
Density Requirements: 95% std.; -1 to +3% optimum
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 10
Remove & Backf 11(RCP Culvert)
Line Description: Remove & Backfill RCP (Cmt. Sand)
Line Length {LF}: 3,358
Density Requirements: 95% std.; - I to +3% optimum
Test Frequency: 1 every 200 LF per lift
Number of Liflts: 6
Inlcts #]
Inlet Description: 5' Curb Inlet
Number of Inlets: 2l
Set Size: Concrete Cylinders (set of 4)
Tast Schedule: 3@7 Days, 3@28 Days
Concrete Strength: 3000 PSI
Test Frequency: I set every 6 items
Inlets #2
Inlet Description: S' Extension for Curb Inlet
Number of Inlets: 7
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 3000 PSI
Test Frequency: 1 set every 6 items
4of8
Test Quantity Unit Fee Fee
40 $38.00 $1,520.00
20 $38.00 $760.00
42 $38A0 $1,596.00
20 $38.00 $760.00
142 $38.00 $3,876.00
4 $152.00 $608A0
2 $152.00 $304,00
~Xlf'll~lt A
Pa a 13 of 17
Date: December 29, 2010
Project Name: Kostoryz Road, Phase II {From Sunnybrook Road to S.P.LD.)
City Project No.: 6490
Contact: Mr, Pete Anaya, P.E.
Contact Information; City of Corpus Christi
Inlets #3
Inlet Description:
Number of Inlets:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Manholes # 1
Description:
Number of Manholes;
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Manholes #2
Description:
Number of Manholes:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Manholes #3
Manhole Description:
Number of Manholes:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Manholes (Remove & Backfill}
Description;
Number of Manholes:
Density Requirements:
Test Frequency:
.Iunctian Box with Manhole
Number of JB
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Drop 1 Post Inlet
6
Concrete Cylinders (set of 4}
1@7 Days, 3@28 Days
3000 PSI
1 set every 6 items
Manhole -Type A
2
Concrete Cylinders {set of 4)
1@7 Days, 3@28 bays
3000 AST
set every 3 items
Manhole -Type B
5
Concrete Cylinders (set of 4)
1@7 Days, 3@28 Days
3000 PSI
1 set every 3 items
Manhole -Type C
4
Concrete Cylinders (set of 4)
1@7 Days, 3@28 Days
3000 PSI
1 set every 3 items
Remove & 13ackfip MH (Cmt Sand)
9
95% std.; -1 to +3% optimum
1 each Lift
4
Concrete Cylinders (set of 4)
1 @7 Days, 3@28 Days
3000 PSI
3 set every 3 items
5 of 8
Test Quantity Unit Fee Fee
I $ 152.00 $152.00
1 $152.00 $152.00
2 $152.00 $304.00
2 $152.00 $304.00
54 $38.00 $2,052.00
2 $152.00 $304,00
Exhibit A
Pa e14ofT7
Date: December 29, 2010
Project Name: Kostoryz Road, Phase I I (From Sunnybrook Road to S.P.LD.)
City Project No.: 6490
Contact: Mr. Pete Anaya, P.E.
Contact information; City of Carpus Christi
Test Quantity Unit Fee Fee
FART D -WASTEWATER
Wastewater #]
Line Description: 15" HDPE Pipe
Line Length (LF): 2,380
Density Requirements; 95% std.; -1 to +3%optimum 120 $38.OD $4,Sb0.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 10
Wastewater #2
Line Description: 8", ] 0 & 12" PVC
Line Length (LF): 904
Density Requirements: 95%std.; -I to+3%optimum 35 $38.OD $1,33D.D0
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 7
Manholes # l
Manhole Description: Sanitary Sewer (Depth > b')
Vertical Feet: 89 VF
Density Requirements: 95% std.; -1 to +3%optimum 89 $38.00 $3,382.00
Test Frequency: 1 Test per Lift
Manholes #2
Manhole Description: Sanitary Sewer (5' Diameter}
Number of Manholes: 13
Concrete:
Set Size: Concrete Cylinders (set of 4) 5 $152.00 $760.00
Test Schedule: ] @ 7 days & 3 @ 28 days
Concrete Strength: 40DD PSI
Test Frequency: 1 set every 3 items
PART E -WATER
Water # 1
Line Description: b" & 8" PVC
Line Length (LF): 38]
Density Requirements: 95% std.; -1 to +3%optimum 8 $38.OD $304.00
Test Frequency, I every 200 LF per lift
Number of Lifts: 4
Water #2
Line Description: 6", 8" & 12" Ductile Iron Pipe
Line Length {LF): 223
Density Requirements: 95% std.; -1 to +3%optimum 8 $38.D0 $304,D0
Test Frequency: 1 every 2DD LF per lift
Number of Li$s: 4
6 of 8 Exhibit A
Pa e15of17
Date: becember 29, 2010
project Name: Kostoryz Road, Phase II (From Sunnybrook Raad to S.P,I.D.}
City Project Na.: 6490
Contact; Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
PART F -ADA IMPROVEMENTS
ADA Curb Ramp
Description: Concrete Curb Ramp
Square Footage: 936
Set Size: Concrete Cylinders {set of 4)
Test Schedule: ] @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 4,000 5F 1 Per Day
Sidewalk
Description: Concrete Sidewalk
Square Footage: ] 4,973
Cubic Yards: 233
Set Size: Concrete Cylinders (set of 4)
Test 5chedu[e: I @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 4,000 SF/ Per Day
PART G - RTA BUS STOP IMPROV EMENTS (3 Locations)
RTA Curb Ramp
Description: Concrete Curb Ramp
Square Footage: 238
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 4,000 SF /Per Day
Sidewalk
Description: Concrete Sidewalk
Square Footage: 1,926
Set Size: .Concrete Cylinders (set of 4)
Test Schedule: 1 @ 7 days & 3 @ 28 days
Concrete Strength: 4000 PSi
Test Frequency: 1 sat every 4,000 SF 1 Per Day
Bus Pads (3)
Description: Concrete Bus Pedestrain Pad - 30' x 10'
Square Footage: 90D
Set Size: Concrete Cylinders (set of 4)
Test Schedule: I @ 7 days & 3 @ 2$ days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 4,400 SF 1 Per Day
INSPECTIONS & OBSERVATIONS
Proof Roll Observatio n 1 hour
CYLINDER PICK-UP FEES
Number of Trips:
7 of 8
Test Quantity Unit Fee Fee
5 $]52,00 $760.00
6 $152.00 $9 ] 2.00
3 $152.00 $456.00
3 $152.00 $456,00
3 $152.00 $456.00
30 $48,00 $1,440.00
76 $39.00 $2,964.D0
Exhibit A
Pa e16of17
Date: December 24, 2010
Project Name: Kostoryz Road, Phase 11 (From Sunnybrook Road to S.P.1.T~.)
City Project No.: 6490
Contact: Mr. Pete Anaya, P.E.
Contact Information: City of Corpus Christi
Test~uantity Unit Fee Fee
TRANSPORTATION FEES
Location: Corpus Christi, Texas 330 $23.00 $7,590.00
ADMINISTRATION FEES 1 $58.00 $58,00
ESTIMATED TOTAI. $70,362.40
*This is only an estimate. Please make note that the actual fees invoiced for this project will be based
an the actual testing performed. The total fee assessed will be dependent on the contractor's
construction techniques, number of trips made to the,~obsite, elapsed time from technician arrival to
commencement of testing activities, and any time the technician is required to be on-site but not
performing testing activities.
8of8
Exhibit A
Pa e17of17
TERMS AND CONDITIONS TO AGREEMENT
ARTICLE 1. SERVICES: "LAB"' will:
1.1 Provide only those services requested by "CITY ENGINEER" that, in the opinion
of "LAB", lie within the technical or professional areas of expertise of "LAB" and
which "LAB" is adequately staffed and equipped to perform.
1.2 Perform technical services under the general direction of a licensed engineer and
in substantial accordance with the basic requirements of the appropriate
standards of the American Society for Testing and Materials, where applicable,
ar other standards designated in writing by the "CITY ENGINEER",
1.3 Promptly submit formal reports of tests, inspections and services performed
indicating, where applicable, compliance with the PROJECT specifications or
other contract documents. Such reports must be complete and factual, citing the
tests performed, methods employed, values obtained, and parts of the structure
of THE PROJECT area subjected to any testing.
1.4 Utilize testing equipment which has been calibrated according to applicable
standards and, upon request, submit to the "CITY ENGINEER", or his authorized
representative, documentation of such calibration.
Secure representative samples of those materials that the City's Contractor
proposes to use which require testing, together with relevant data concerning
such materials including the paint of origin and supplier,
1.5 Consider reports to be confidential, and distribute reports only to those persons,
organizations or agencies specifically designated in writing by the "CITY
ENGINEER".
1.6 Retain records rela#ing to services performed fnr "CITY" for a period of two years
following submission of any reports, during which period the records will be made
available to the "CITY" at all reasonable times.
1.7 Pay salaries, wages, expenses, social security taxes, federal and state
unemployment taxes, and any other similar payroll taxes relating to the services.
ARTICLE 2. CITY RESPONSIBILITIES: City Engineer or authorizer! representative will:
2.1 Provide "LAB" with all plans, specifications, addenda, change orders, approved
shop drawings and other information for the proper performance of services by
"LAB".
2.2 Issue authorization in writing giving "LAB" free access to THE PROJECT site,
and to all shops or yards where materials are prepared or stored.
2.3 Designate in writing those persons or firms which will act as the "CITY's"
representative with respect to "LAB'S" services to be performed under this
AGREEMENT and which must be promptly notified by "LAB" when it appears
that materials tested or inspected are in non-compliance. Only the "CITY
ENGINEER" nr his designated representative have authority to transmit
instructions, receive information and data, interpret and define the CITY's policies
and decisions with respect to THE PROJECT. "LAB" acknowledges that certain
"CITY" representatives may have different kypes of authority concerning THE
PROJECT.
(Revised January 1998)
Exhibit "B"
Page 1 of 3
2.4 Advise "LAB" sufficiently in advance ofi any operations so as to allow for
assignment of personnel by "LAB" for completion of the required services. Such
advance notice will be in accordance with that established by mutual agreement
of the parties.
2.5 Direct THE PROJECT contractor, either by the Construction Contract or direct
written order to;
(a) Stop work at the appropriate times for "LAB" to perform contracted
services;
(b) Furnish such labor and all facilities needed by "LAB" to obtain and
handle samples at THE PROJECT and to facilitate the specified
inspection and tests;
{c) Provide and maintain for use of "LAB" adequate space at THE
PROJECT for safe storage and proper curing of test specimens which
must remain on THE PROJECT site prior to, during, and up to 64 days
after testing.
ARTICLE 3. GENERAL CONDITIONS
3.1 "LAB", by the performance of services covered hereunder, does not in any way
assume, abridge or abrogate any of those duties, responsibilities or authorities
with regard to THE PROJECT which, by custom or contract, are vested in THE
PROJECT architects, design engineers, or any other design agencies or
authorities.
3.2 "LAB" is not authorized to supervise, alter, relax, enlarge or release any
requirement of THE PROJECT specifications or other contract documents nor to
approve or accept any portion of the work. "LAB" does not have the right of
rejection or the right to stop the work. "CITY ENGINEER" will direct THE
PROJECT contractor to stop work at appropriate times for "LAB" to conduct the
sampling, testing, or inspection of operations covered by the AGREEMENT.
ARTICLE 4. FIELD MONITORING AND TESTING
4.1 "CITY" and "LAB" agree that "LAB" will be on-site to perform inspections far
contracted services. The "CITY" and "LAB" also agree that "LAB" will not assume
responsibility far PROJECT Contractor's means, methods, techniques,
sequences or procedures of construction, and it is understood that the final
services provided by "LAB" will not relieve the PROJECT Contractor of his
responsibilities far performing the work in accordance with THE PROJECT plans
and specifications. For the purposes of this AGREEMENT, the word "inspection"
is used to mean periodic observation of the work and the conducting of tests by
"LAB" as specified in the AGREEMENT. Continuous monitoring by "LAB" or its
subcontractors does not mean that "LAB" is approving placement of materials.
Inspection is not and should not be construed to be a warranty by "LAB" to the
"CITY" or any other party.
(Revised January 1998)
Exhibit "B"
Page 2 of 3
4.2 Samples collected or tested by "LAB" remain the property of the "CITY" while in
the custody of the "LAB". "LAB" will retain the samples for a period of BO days
following the date of submission of any report related to the sample. Following
the retention period, "LAB" will dispose of non-hazardous samples, and return
hazardous, acutely toxic, or radioactive samples and samples containers and
residues to "CITY", "CITY" agrees to accept such samples and samples
containers.
ARTICLE 3. STANDARD OF CARE AND WARRANTY
Services performed by "LAB" will be conducted in a manner consistent with that
level of care and skill ordinarily exercised by reputable members of the
profession currently practicing under similar conditions in the same locality. No
other warranty either expressed or implied is made ar inkended by the
AGREEMENT or any reports. "LAB" will not be responsible for the interpretation
or use by others of data developed by "LAB".
ARTICLE 6. SAFETY
"C1TY" and "LAB" agree that, in accordance with the generally accepted
construction practice, the PROJECT'S general contractor will be solely and
completely responsible for working conditions on THE PROJECT, including
safety of al! persons and property during the performance of the work, and for
compliance with all municipal, state, and federal laws, rules and regulations,
including OSHA. The duty of "LAB" in providing services is not, therefore, to
include any review of, or responsibility for, the adequacy of the PROJECT'S
general contractor's safety measures in, on, or near THE PROJECT site.
ARTICLE 7. INVOICES AND PAYMENT
"LAB" will submit progress invoices to "CITY ENGINEER" monthly and final
invoice upon completion of services. Each invoice is due and payable by "CITY"
within 30 days of receipt and approval to pay by the City Engineer.
ARTICLE 8. EXTENT OF AGREEMENT
8.1 This AGREEMENT, including Exhibit "A" and these terms and conditions,
represents the entire AGREEMENT between "CITY" and "LAB" and supersedes
all prior negotiation, representations or agreements, written or oral. This
AGREEMENT may be amended only by a written instrument signed by duty
authorized representative of "CITY" and "LAB". If any conflict occurs between
these terms and conditions and this AGREEMENT, these terms and conditions
are controlling.
8.2 In the event that any one or more of the provisions contained in this
AGREEMENT are for any reason held invalid, illegal or unenforceable in any
respect, the remaining terms will be in full effect and this AGREEMENT will be
construed as if the invalid or unenforceable matters were never included in this
AGREEMENT. Na waiver of any default will be a waiver of any future default.
8.3 Neither party will assign this AGREEMENT without the express written approval
ofi the other, but "LAB" may subcontract laboratory procedures as "LAB" deems
necessary to meet the obligations of this AGREEMENT.
(Revised January 1998}
Exhibit "B"
Page 3 of 3
Exhibit C
Mandatory Requirements
{Revised November, 2QQ5)
INDEMNIFICATION AND HOLD HARMLESS
Lab agrees to indemnify, save harmless and defend the City of Corpus Christi, and its
agents, servants, and employees, and each of them against and hold it and #hem harmless
from any and all lawsuits, claims, demands, liabilities, losses and expenses, including court
costs and attorneys' fees, for or on account of any injury to any person, or any death at any
time resulting from such injury, or any damage to any property, which may arise or which
may be alleged to have arisen out of or in connection with the work covered by this contract.
The foregoing indemnity shall apply except if such injury, death or damage is caused by the
sole or concurrent negligence of the City of Corpus Christi, its agents, servants, or
employees or any other person indemnified hereunder.
/ SUPPLIER NUMBER
TO BE ASSIGNED BY CITE
PURCHASING DIVISION
a~,-r:r~
City of CITY OF CORPUS CHRISTI
corpus DISCLOSURE OF INTEREST
Christi.
City of Corpus Christi Ordinance 171 i2, as amended, requires all persons or firms seeking to do
business with the City to provide the following information. Every qquestion must be answered.
Cf the question is not a~i~licable, answer with "NA". See reverse side for Filing Requirements,
Certifications and definitions.
COMPANY NAME: `~pG~ ~~~ I ~~~,-1 n~ C~tn ~ 1~-S"~"t nf~ L~~~~i~~T, , ~,~yye.
P. O. BOX:
STREET ADDRESS: ~ g ~~ ~~~~~~a CITY: ~.~.~,~ ~ ~~r ~ S ZIP: 7 ~.
FIRM IS. 1. Corporation ~ 2. Partnership e 3. Sole Owner ^
4. Association 5. Other
DISCLOSURE QUESTIONS
If additional space is necessary, please use the reverse side of this pa e or attach separate sheet.
1. State the -names of each `employee" of the City of Corpus Christi having an "ownership
interest" constituting 3% or more of the ownership in the above named "firm.'
Name Job Title and City
~~ Department (if known)
2. State the names of each "official" of the City of Corpus Christi having an "ownership interest"
constituting 3% or more of the ownership in the above named "firm."
~~ ~ Title
3. State the names of each "board member" of the City of Corpus Christi having an "ownership
interest" constituting 3% or more of the ownership in the above named "firm."
Name Board, Commission or
~~ Committee
4. State the names of each employee or officer of a "consultant" for the City of Carus Christi
who worked on any matter related to the subject of this contract and has an `ownership
interest" constituting 3% or more of the ownership in the above named "firm."
Na~m~~ Consultant
FILING REQUIREMENTS
If a person who requests official action on a matter knows that the requested action will confer an
economic benefit on any City official or employee that is distinguishable from the effect that the
action will have on members of the public m general or a substantial segment thereof, you shall
disclose that fact in a signed writing to the City official, employee or body that has been
requested to act in the matter, unless the interest of the City of#icial or employee in the matter is
apparent. The disclosure shall also be made in a signed writing ftled with the City Secretary.
[Ethics Ordinance Section 2-349 {d}]
CERTIFICATION
I certify that all information provided is true and correct as of the date of this statement, that I
have not knowingly withheld disclosure of any information requested; and that supplemental
statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. ( 1
Certifying Person: ~~,r..~-t~ ~~ ~~ Title: ~V 5,~'`~.55 ~-~'v'~1~3~'''~'~~T
(Type or Print) ~~
Signature of Certifying ~ ~~_ ~ Date: j.a~
Person: ~i . ~,-7C~•,a, --., f ~• [ 1 ~
DEFINITIONS
a. "Board member." A member of any board, commission, or committee appointed by the
City Council of the City of Corpus Christi, Texas.
b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to
have an affect on that interest that is distinguishable from its effect on members of the public
in general or a substantial segment thereof.
"Employee." Any person employed by the City of Corpus Christi, Texas either on a full or
part-time basis, but not as an independent contractor.
d. "Firm." Any entity operated for economic gain, whether professional, industrial or
commercial, and whether established to produce or deal with a product or service, including
but not limited to, entities operated in the form of cola proprietorship, as self-employed
person, partnership, corporation, joint stock company, joint venture, receivership or trust, and
entities which for purposes of taxation are treated as non-profit organizations.
e. "Official." The Mayer, members of the City Council, City Manager, Deputy City
Manager, Assistant City Managers, Department and Division Heads, and Municipal Court
Judges of the City of Corpus Christi, Texas.
£ "Ownership Interest." Legal or equitable interest, whether actually ar constructively held,
in a firm, including when such interest is held through an agent, trust, estate, or holding
entity. "Constructively held" refers to holdings or control established through voting trusts,
proxies, or special terms of venture or partnership agreements."
g. "Consultant." Any parson or firm, such as engineers and architects, hired by the City of
Corpus Christi for the purpose of professional consultation and recommendation.