HomeMy WebLinkAboutC2009-448 - 11/10/2009 - ApprovedAGREEMENT
for
Construction Materials Engineering Laboratory's
Inspection and Materials Testing Services
Cc,~,r~ s
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 and Testing Laboratory, Inc., a Texas corporation or
partnership, "LAB", acting through its duly authorized representative who is
~ck(Name) ~ (Title), which agree as follows:
F3~~~^es5 i~eyelopn~ev~} IM.c•haC~~r
1. DECLARATIONS "CITY" desires to engage "LAB" to provide services in
connection with City's project, described as follows: New Broadway Wastewater Treatment Plant
- Proiiect No. 7293 - "PROJECT".
2. SCOPE OF WORK "LAB" shall provide services to the PROJECT in
accordance with the accompanying Scope of Services and Fee Schedule attached as "Exhibit A",
the Terms and Conditions to AGREEMENT attached as "Exhibit B", and agrees to indemnification
and hold harmless provisions attached as "Exhibit B".
3. INDEMNIFICATION AND HOLD HARMLESS. The Consultant agrees to
indemnify, save harmless and defend the City of Corpus Christi, and its agents, servants, and
employees as more fully set forth in Exhibit "C".
4. 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 total fee not to
exceed $ 299,997.00 (in figures), (Two Hundred Thousand Nine Hundred Ninety Seven and
no/xx dollars (in words).
5. CITY'S DISCLOSURE OF HAZARDOUS & TOXIC MATERIALS AND
CONDITIONS AT THE PROJECT SITE. 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 OF CORPUS CHRISTI
ATTEST:. `
!~ /~~ ~
Armando Chapa " (Date)
City Secretary
2009-448
LAB:
By:
(SIGNATURE)
~~ ~3 0 ~~q
(Date)
6817 Leopard Street
(Address)
Corpus Christi, TX 78409
(City/State/Zip)
361-883-4555 Fax: 361-883-4711
(Phone/Fax No.)
S7 CffURCIL.....LL. ~ ~~
~w~~
SECRETARY
Page 1 of 1
M2009-315 D00-190130
11/10/09
[dock Eng. & Testing Lab.
Oscar Martinez (Date)
Assistant City Manager
° °,
October 29, 2009
RECEIVED
(ociL 2~s2~ ~
ENGINEERING SEHVN;ES
City of Corpus Christi -Dept. of Engineering Services
P. O. Box 9277
Corpus Christi, Texas 78469-9277
Attn: Mr. Pete Anaya, P. E.
GEOTECHNICAL ENGINEERING
CONSTRUCTION MATERIALS ENGINEERING &
TESTING
SOILS • ASPHALT • CONCRETE
SUBJECT: ESTIMATED TESTING BUDGET FOR THE PROPOSED
NEW BROADWAY WASTEWATER TREATMENT PLANT
Corpus Christi, Texas
RETL Proaosal Number: P100909A
Dear Mr. Anaya,
Rock Engineering and Testing Laboratory, Inc. (RETL) is pleased to be selected to perform the required
Construction Materials Testing for the above-mentioned project. The Estimated Construction Materials
Testing Budget for this project is $299,997.00.
The estimated construction materials testing budget has been 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 but 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
$22.00 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 or if you have any questions or comments please
contact us at (361) 883-4555.
Sincerely,
Don Roper
Project Manager
ROCK ENGINEERING & TESTING LABORATORY, INC. Exhibit A
6817 LEOPARD STREET • CORPUS CHRISTI, TEXAS, 78409 pa e 1 of 10
OFFICE: (361) 883-4555 • FAX: (361) 883-4711 • www.rocktesting.com
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Test Quantity Unit Fee Fee
BUILDING AREA
Subgrade
Description: Misc. Structures Sample Charge $48.00 $192.00
Square Footage: 108,160
Proctor Type: Standazd 4 $166.00 $664.00
Density Requirements: 95% std. at or above opt. Moisture
Test Frequency: (Min. 3/Trip) 1 every 2,000 SF 55 $36.00 $1,980.00
Select Fill
Description: Misc. Structures Sample Charge $48.00 $288.00
Squaee Footage: 108,160
Proctor Type: Standard 6 $166.00 $996.00
Density Requirements: 95% std. at or above opt. Moisture
Test Frequency: (Min. 3/Trip) 1 every 2,000 SF 433 $36.00 $15,588.00
Number of Lifts: 8
Additional Test: Atterberg Limits and Gradation 6 $70.00 $420.00
Misc. Site Structures (04)
Description: Misc. Concrete
Cubic Yardage: 73
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY 3 $146.00 $438.00
Headworks (11)
Description: Misc. Concrete
Cubic Yazdage: 2978
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY 63 $146.00 $9,198.00
Aeration Basin (13)
Description: Misc. Concrete
Cubic Yazdage: 5227
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY 109 $146.00 $15,914.00
Aeration Blowers (14)
Description: Misc. Concrete
Cubic Yardage: 504
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY 13 $146.00 $1,898.00
Secondary Clarifiers (15)
Description: Misc. Concrete
Cubic Yazdage: 5759
Set Size: Concrete Cylinders (set of 4)
.Exhibit A
tots Pa e2of10
Date: 10/9!2009
Project Name: Broadway W WTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
RAS-WAS Pump Station (16)
Description: Misc. Concrete
Cubic Yardage: 165
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
UV Disinfection (18)
Description: Misc. Concrete
Cubic Yardage: 646
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Effluent Pump-Tower-3W (20)
Description: Misc. Concrete
Cubic Yardage: 388
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Aerated Sludge Blowers (22)
Description: Misc. Concrete
Cubic Yardage: 273
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Aerated Sludge Basin (22)
Description: Misc. Concrete
Cubic Yardage: 2004
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Sludge Dewatering (23)
Description: Misc. Concrete
Cubic Yardage: 767
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Foul Air Treatment (28)
Description: Misc. Concrete
2of9
Test Quantity Unit Fee Fee
118 $146.00 $17,228.00
6 $146.00 $876.00
18 $146.00 $2,628.00
10 $146.00 $1,460.00
7 $146.00 $1,022.00
44 $146.00 $6,424.00
19 $146.00 $2,774.00
Exhibit A
Pa e3of10
Date: ]0/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Cubic Yardage: 564
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Admin Ops. (28)
Description: Misc. Concrete
Cubic Yardage: 341
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
ECR-1 (31)
Description: Misc. Concrete
Cubic Yardage: 214
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
ECR-2 (32)
Description: Misc. Concrete
Cubic Yardage: 89
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
ECR-3 (33)
Description: Misc. Concrete
Cubic Yardage: 263
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Main Electrical Substation (34)
Description: Misc. Concrete
Cubic Yardage: 342
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
Standby Generator (35)
Description: Misc. Concrete
Cubic Yardage: 148
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 4000 PSI
Test Frequency: 1 set every 50 CY
3of9
Test Quantity Unit Fee Fee
15 $146.00 $2,190.00
9 $146.00 $1,314.00
6 $146.00 $876.00
4 $146.00 $584.00
7 $146.00 $1,022.00
9 $146.00 $1,314.00
3 $146.00 $438.00
Exhibit A
Pa e4of10
Date: 10/9/2009
Project Name: Broadway W WTP
Contact: City of CC -Dept. Of Engineering Services
Contact Infonnation: Mr. Pete Anaya, P. E.
Test Quantity Unit Fee Fee
Auger-cast Piles
Straight Shaft
Description: 24" ACP (1,289 Total)
Set Size: Grout Cubes (set of 6)
Test Schedule: 2@7 Days, 2@28 Days & 2 Hold
Grout Yardage: 10,623 CY
Grout Strength: 5000 PSI
Test Frequency: 1 set every 50 CY 213 $218.00 $46,434.00
6" & 8" CMU Walls
Set Size: Grout Prisms (set of 3)
Test Schedule: i @7 Days & 2@28 Days
Grout Strength: 2500 PSI
Test Frequency: 1 set every 5000 SF 80 $109.00 $8,720.00
UTILITIES
Initial Backfill Sample Charge $48.00 $192.00
Proctor Type: Standard 4 $166.00 $664.00
Additional Test: Atterberg Limits and Gradation 4 $149.00 $596.00
Final Backfill Sample Charge $48.00 $288.00
Proctor Type: Standard 6 $166.00 $996.00
Yard Piping
Line Description: 24" RWW
Line Length (LF): 688
Density Requirements: 95% std. f2% opt. Moisture 28 $36.00 $1,008.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 8
Yard Piping
Line Description: 24" RWW
.Line Length (LF): 225
Density Requirements: 95% std. f2% opt. Moisture 8 $36.00 $288.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Yazd Piping
Line Description: 42" FEW
Line Length (LF): 210
Density Requirements: 95% std. f2% opt. Moisture 12 $36.00 $432.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 7
Yazd Piping
Line Description: 20" RTW, 12" CEN & 16" DEC
Line Length (LF): 84
Density Requirements: 95% std. f2% opt. Moisture 5 $36.00 $180.00
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Yazd Piping
Line Description: 4" RWW
Line Length (LF): 57
Exhibit A
4 of 9 Pa e 5 of 10
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 7
Yard Piping
Line Description: 8" PUW
Line Length (LF): 988
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 6
Yard Piping
Line Description: 8" PTW
Line Length (LF): 1300
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 6
Yazd Piping
Line Description: 10" WAS
Line Length (LF): 500
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 6
Yard Piping
Line Description: 6" to 8" SCM
Line Length (LF): 500
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 6
Yard Piping
Line Description: 6" SCM
Line Length (LF): 140
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 4
Yard Piping
Line Description: 8" PDR
Line Length (LF): 300
Density Requirements: 95% std. t2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 8
Yard Piping
Line Description: 8" PDR
Line Length (LF): 275
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Yard Piping
Test Quantity Unit Fee Fee
7 $36.00 $252.00
30 $36.00 $1,080.00
39 $36.00 $1,404.00
12 $36.00 $432.00
12 $36.00 $432.00
4 $36.00 $144.00
12 $36.00 $432.00
6 $36.00 $216.00
Exhibit A
5 of 9 Pa e 6 of 10
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Line Description: 4" FDR
Line Length (LF): 240
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Yard Piping
Line Description: 30" RAS
Line Length (LF): 150
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 4
Yard Piping
Line Description: 20" RAS
Line Length (LF): 242
Density Requirements: 95% std. t2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 8
Yard Piping
Line Description: 36" MLR
Line Length (LF): 600
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency:. 1 every 200 LF per lift
Number of Lifts: 12
Yazd Piping
Line Description: 42" SEF
Line Length (LF): 324
Density Requirements: 95% std. t2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 7
Yazd Piping
Line Description: 48" SEF
Line Length (LF): 200
Density Requirements: 95% std. t2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 7
Storm Sewer
Line Description: 12" STR
Line Length (LF): 100
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 5
Storm Sewer
Line Description: 8" STR
Line Length (LF): 170
Density Requirements: 95% std. t2% opt. Moisture
Test Frequency: 1 every 200 LF per lift
Number of Lifts: 4
6of9
Test Quantity Unit Fee Fee
6 $36.00 $216.00
4 $36.00 $144.00
12 $36.00 $432.00
36 $36.00 $1,296.00
10 $36.00 $360.00
7 $36.00 $252.00
5 $36.00 $180.00
4 $36.00 $144.00
Exhibit A
Pa e7of10
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -.Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Resaca St: Reconstr.
Line Description:
Line Length (LF):
Density Requirements:
Test Frequency:
Number of Lifts:
Resaca St. Reconstr.
Line Description:
Line Length (LF):
Density Requirements:
Test Frequency:
Number of Lifts:
Manholes
Number of Manholes:
Set Size:
Test Schedule:
Concrete Strength:
Test Frequency:
Wastewater (10" PVC)
335
95% std. f2% opt. Moisture
1 every 200 LF per lift
12
Waterline (12" PVC)
1460
95% std. f2% opt. Moisture
1 every 200 LF per lift
6
6
Concrete Cylinders (set of 4)
1@7 Days & 3@28 Days
3000 PSI
1 set every 3 items
Inlets
Number of Inlets: 12
Set Size: Concrete Cylinders (set of 4)
. Test Schedule: i@7 Days & 3@28 Days
Concrete Strength: 3000 PSI
Test Frequency: 1 set every 6 items
PARKING & PAVE
Select Fill
Description: Misc. Site Fill
Square Footage: 43,560
Proctor Type: Standazd
Density Requirements: 95% std. at or above opt. Moisture
Test Frequency: (Min. 3/Trip) 1 every 2,000 SF
Number of Lifts: 15
Additional Test: Atterberg Limits and Gradation
Subgrade
Description: Misc. Site Paving
Square Footage: 86,040
Proctor Type: Standard
Density Requirements: 95% std. f2% opt. Moisture
Test Frequency: 1 every 2,000 SF
Subgrade #2
Description: Gravel Areas
Squaze Footage: 64,000
Proctor Type: Standard
Density Requirements: 95% std. at or above opt. Moisture
Test Frequency: 1 every 2,000 SF
Paving Section
Test Quantity Unit Fee Fee
20 $36.00 $720.00
44 $36.00 $1,584.00
2
2
$146.00 $292.00
$146.00 $292.00
Sample Chazge $48.00 $192.00
6 $166.00 $996.00
327 $36.00 $11,772.00
6 $70.00 $420.00
Sample Chazge $48.00 $144.00
3 $166.00 $498.00
44 $36.00 $1,584.00
Sample Charge $48.00 $96.00
2 $166.00 $332.00
32 $36.00 $1,152.00
Exhibit A
7of9 Pa e8of10
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Test Quantity Unit Fee Fee
Base
Description: 8" Cr. Limestone (Ty. A, Gr. 1) Sample Charge $48.00 $48.00
Square Footage: 24,060
Proctor Type: Modified 1 $216.00 $216.00
Density Requirements: 95%mod. f 1.5% opt. Moisture 13 $36.00 $468.00
Test Frequency: 1 every 2,000 SF
Additional Test: Atterberg Limits and Gradation 1 $149.00 $149.00
Additional Test: LA Abrasion Loss 1 $275.00 $275.00
Base
Description: 3" Cr. Limestone (Ty. A, Gr. 1) Sample Charge $48.00 $48.00
Square Footage: 61,980
Proctor Type: Modified 1 $216.00 $216.00
Density Requirements: 95%mod. f1.5%opt.Moisture 31 $36.00 $1,116.00
Test Frequency: 1 every 2,000 SF
Additional Test: Atterberg Limits and Gradation 1 $149.00 $149.00
Additional Test: LA Abrasion Loss 1 $275.00 $275.00
HMAC
Description: 2.5" Ty. "D" HMAC Sample Charge $48.00 $96.00
Square Yardage: 2,675
Tonnage: 370
Full Series Freq.: 1 every 500 Tons 2 $527.00 $1,054.00
Cored in Place Freq.: 1 every 2,400 SY of Pavement 2 $84.00 $168.00
Concrete
Description: 8" Concrete Paving
Cubic Yards: 1,530
Set Size: Concrete Cylinders (set of 4) 31 $146.00 $4,526.00
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 3000 PSI
Test Frequency: 1 set every 50 CY
Resaca Street Reconstruction
Subgrade
Description: Misc. Site Paving Sample Charge $48.00 $48.00
Linear Footage: 1,460
Proctor Type: Standard 1 $166.00 $166.00
Density Requirements: 95% std. f2% opt. Moisture 15 $36.00 $540.00
Test Frequency: 1 every 200 LF of Street per Lane
Base
Description: 8" Cr. Limestone (Ty. A, Gr. 1) Sample Charge $48.00 $48.00
Linear Footage: 1,460
Proctor Type: Modified 1 $216.00 $216.00
Density Requirements: 95%mod. f 1.5% opt. Moisture 15 $36.00 $540.00
Test Frequency: 1 every 200 LF of Street
Additional Test: Atterberg Limits and Gradation 1 $149.00 $149.00
Additional Test: LA Abrasion Loss 1 $275.00 $275.00
HMAC
Description: 2.5" Ty. "D" HMAC Sample Charge $48.00 $96.00
Square Yardage: 6,490
Linear Footage: 1,460
Exhibit A
8of9 Pa e9of10
Date: 10/9/2009
Project Name: Broadway WWTP
Contact: City of CC -Dept. Of Engineering Services
Contact Information: Mr. Pete Anaya, P. E.
Tonnage: 890
Full Series Freq.: 1 every 500 Tons
Cored in Place Freq.: 1 every 300 LF of Street
Curb and Gutter
Test Quantity Unit Fee Fee
2 $527.00 $1,054.00
5 $84.00 $420.00
Description: 6" Concrete C & G
Lineaz Footage: 5,000
Density Requirements: 95% std. f2% opt. Moisture 25 $36.00 $900.00
Density Frequency: 1 every 200 LF
Concrete
Set Size: Concrete Cylinders (set of 4)
Test Schedule: 1@7 Days, 3@28 Days 10 $146.00 $1,460.00
Concrete Strength: 3000 PSI
Test Frequency: 1 every 500 LF
Sidewalk
Description: Misc. Concrete Sidewalk
Squaze Footage: 48,000
Set Size: Concrete Cylinders (set of 4) 12 $146.00 $1,752.00
Test Schedule: 1@7 Days, 3@28 Days
Concrete Strength: 3000 PSI
Test Frequency: 1 set every 4,000 SF
INSPECTIONS & OBSERVATIONS
Auger-cast Pile Observations /hour 650 $70.00 $45,500.00
Foundation Reinforcement /hour 80 $70.00 $5,600.00
Structural Steel /hour 40 $70.00 $2,800.00
Visual Welds /hour 40 $70.00 $2,800.00
Roof Deck /hour 8 $70.00 $560.00
Masonry /hour 80 $70.00 $5,600.00
AUGER-CAST PILE INTEGRITY TESTING
Field Testing, Engineering Analysis & Report Preparation: $18,000.00
Technical Assistance: 40 $180.00 $7,200.00
CYLINDER PICK-UP FEES
Number of Trips: 250 $20.00 $5,000.00
TRANSPORTATION FEES
Location: Corpus Christi, Tx. 700 $22.00 $15,400.00
ADMINISTRATION FEES $55.00
ESTIMATED TOTAL $299,997.00
*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.
Exhibit A
sots Pa e10of10
EXHIBIT "B"
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 insubstantial accordance with the basic requirements of the appropriate
standards of the American Society for Testing and Materials, where
applicable, or 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, togetherwith relevant data concerning
such materials including the point 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 relating to services performed for "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 authorized 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".
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 1 OF 4
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" or 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 types of authority
concerning THE PROJECT.
2.4 Advise "LAB" sufficiently in advance of 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 60
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.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 2 OF 4
ARTICLE 4. FIELD MONITORING AND TESTING
4.1 "CITY" and "LAB" agree that "LAB" will be on-site to perform inspections for
contracted services. The "CITY" and "LAB" also agree that "LAB" will not
assume responsibility for 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 for 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.
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 60
days following the date of submission of any report related to the sample.
Following the retention period, "LAB" will dispose ofnon-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 5. 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 or intended 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
"CITY" and "LAB" agree that, in accordance with the generally accepted
construction practice, the PROJECTOS general contractor will be solely and
completely responsible for working conditions on THE PROJECT, including
safety of all 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.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 3 of 4
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 duly 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. No 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 of the other, but "LAB" may subcontract laboratory procedures as
"LAB" deems necessary to meet the obligations of this AGREEMENT.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 4 OF 4
Exhibit C
Mandatory Requirements
(Revised November, 2005)
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 them 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 CTf~
- = PURCHASING DIVISION
~~~
City of CITY OF CORPUS CHRISTI
corpus DISCLOSURE OF INTEREST
Chnsti
City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do
business with the City to pprovide the following information. Every qyuestion must be answered.
If the question is not a~~licable, answer with `NA". See reverse side for Filing Requirements,
Certifications and defimhons.
a
COMPANY NAME: TZoC{C ~r,c~~ n~er~ ~ g r~ T2s~lha ~~o~ti,~ ry , ~.-nc.
o
P. O. BOX:
STREET ADDRESS: °7 CITY: ~ ~ ~~~ ~ ZIP: ~ ~ cl O q
fp$l l~opa,~a C~r~ S~-I
FIRM IS: 1. Corporation [~ 2. Partnership ^ 3. Sole Owner ^
4. Association u 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 to 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."
Nam 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
N/~ Committee
4. State the names of each employee or officer of a "consultant" for the City of Corpus 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."
Namg~ Consultant
FILING REQUIItEMENTS
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 official or employee in the matter is
apparent. The disclosure shall also be made in a signed writing filed 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 Christ, Texas as changes occur.
Certifying Person: ~~~r 5 ~ , ~OC. K Title: ~~ S IY~~asSA pt v~"' a I w~en+
(Type or Print) ~ ~ ~~ /~
Signature of Certifying r /~4;-~Z Date: ~ C7~ 30 / ~~
Person: 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 effect on that interest that is distinguishable from its effect on members of the public
in general or a substantial segment thereof.
c. "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 sole 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.
"Official." The Mayor, 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.
f. "Ownership Interest." Legal or equitable interest, whether actually or 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 person or firm, such as engineers and architects, hired by the City of
Corpus Christi for the purpose of professional consultation and recommendation.