HomeMy WebLinkAbout1996-06-17 City Council (50)TO:
B TDGET 1996-98
City of Palo Alto
City Manager’s Report
HONORABLE CITY COUNCIL
7
FROM:CITY MANAGER DEPARTMENT: Public Works
DATE:
SUBJECT:
June 17, 1996 CMR:302:96
APPROVAL OF AGREEMENT WITH QUALITY ASSURANCE
ENGINEERING INC. FOR MATERIALS TESTING SERVICES
This report requests that Council authorize the Mayor to execute Amendment No. 4 to the
agreement with Quality Assurance Engineering Inc. (doing business as Consolidated
Engineering Laboratories) for special inspection, materials testing and construction
inspection.
RECOMMENDATION
Staff recommends that Council approve Amendment Number 4 to the agreement. The
amendment will increase the amount available by $72,100 and modify the scope of the
agreement. The term of the agreement will remain unchanged. The agreement is scheduled
to expire on July 26, 1997.
POLICY IMPLICATIONS
This report does not contain any changes to existing policy.
EXECUTIVE SUMMARY
Council approved the initial agreement with Consolidated Engineering on July 26, 1993
(CAR 404:93), retaining their services for materials testing and inspection on various capital
improvement projects. Consolidated Engineering was one of seven qualified firms who
submitted proposals for this services agreement. All proposals were reviewed in accordance
with the City’s procedures for consultant selection. Consolidated Engineering was selected
because of their breadth of testing and inspection Services, and competitive pricing. The
performance by this firm on a variety of capital improvement projects has met the City’s
requirements. Staff has found this firm to be responsive and cooperative to work with and
is confident in recommending them for continued use.
Amendment No. 1 was approved on December 13, 1993 (CMR 609:93) and provided for
increased funding and additional services on the California Avenue Parking Structure
CMR:302:96 Page I of 2
Improvements CIP #19213. Amendment No. 2 was also approved on December 13, 1993
(CMR:610:93) and provided for increased funding and additional services on the Civic Center
Buildout CIP #20213. Amendment No. 3 was approved on June 19, 1995 (CMR 303:95).
The proposed Amendment No. 4 for $72,100 modifies the scope of the agreement to include
new projects which will be funded within the 1996-97 CIP and operating budgets. Examples
of projects are the Public Buildings and Structural Repair CIP, the Americans With
Disabilities Act CIP and miscellaneous trench testing. A complete list of projects is provided
in the Amendment. The testing and inspection services would be applied to various
construction materials including steel, welding, concrete, asbestos, soils and asphalt. The
services are required in order to ensure standard quality control and to comply with the
provisions of the Municipal Code and the State of California Uniform Building Code
The agreement is being ~xtended through the 1996-97 fiscal year to cover CIP projects funded
during this time period. No further extensions to the agreement will be made.
FISCAL IMPACT
Funds have been appropriated in the specific capital improvement projects and operating
budgets. Funding for the agreement is subject to Council approval of the fiscal year 1996-97
budget.
ENVIRONMENTAL ASSESSMENT
This agreement is not considered a project for purposes of the California Environmental
Quality Act. Therefore, no environmental assessment is required.
ATTACHMENT
Amendment No. 4 to Consultant Agreement with Consolidated Engineering
Laboratories.
PREPARED BY: George Bagdon, Assistant Director of Public Works
DEPARTMENT HEAD REVIEW:
CITY MANAGER APPROVAL:
GLENN S. ROBERTS
Direct r~of Public Works
~ ~ iUt~ ~d 2nLaEg eMrIN C0
CMR:302:96 Page 2 of 2
AMENDMENT NO. 4 TO AGREEMENT NO. $6045199
BETWEEN CITY OF PALO ALTO AND QUALITY ASSURANCE
ENGINEERING, INC. DBA CONSOLIDATED ENGINEERING
LABORATORIES FOR SPECIAL INSPECTION, MATERIALS
TESTING AND CONSTRUCTION INSPECTION SERVICES
THIS AMENDMENT NO. 4 to Agreement No. $6043199 is
entered into QUALI’Y1996’T by and between the CITY OF PALOALTO("CITY")and ASSURANCE ENGINEERING, INC. DBA
CONSOLIDATED ENGINEERING LABORATORIES, a California Corporation,
with offices at 4464 Willow Road, Suite C, Pleasanton, CA 94588 and
mailing address at P.O. Box 9131, Pleasanton, California 94566 -
("CONTRACTOR").
RECITALS:
WHEREAS, the Agreement was entered into between the
parties for the provision of special inspection, materials testing
and construction inspection services; and
WHEREAS, the parties may agree to amend said agreement;
NOW, THEREFORE, in consideration of covenants, terms,
conditions, and provisions of this Amendment, the parties agree:
SECTION I. The section entitled "COMPENSATION" is hereby
amended to read as follows:
"COMPENSATION for the full performance of this agreement:
CITY shall pay CONTRACTOR for the full performance of its
services under this amended agreement, a sum not to
exceed Two Hundred Sixty Thousand Eight Hundred Fifty-
Three Dollars ($260,853), an increase of Seventy-Two
Thousand One Hundred Dollars ($72,100) owing to this
Amendment and to be paid at quoted unit rates identified
in Exhibit "B". Other services will be paid at rates
identified in Exhibit "C"."
SECTION 2. The section entitled "CITY ACCOUNT NUMBER" is
hereby’amended to read as follows:
"The dollar a!nount is changed from $188,753 to $260,853."
SECTION 3. The following exhibits to the Agreement are
hereby amended to read as set forth in the attachments to this
Amendment, which are incorporated in full by this reference:
a.Exhibit "B" entitled "Quoted Unit Rate Schedule
(dated 4/9/96) and Contractor’s Proposal".
960611 syn 0070962
b.Exhibit "C" entitled "Contractor’s General
Fee Schedule".
c.Exhibit D" entitled "Contractor’s Insurance
Certificates".
do Exhibit "E" entitled "City Encumbrance Listing"°
SECTION 4. Except as herein modified, all other
provisions of and exhibits and amendments to the Agreement shall
remain in full force and effect.
IN WITNESS WHEREOF, the parties hereto have executed this
Amendment the day and year first above written°
ATTEST:CITY OF PALO ALTO
City Clerk
APPROVED AS TO FORM:
Senior Asst. City Attorney
APPROVED:
City Manager
Director of Public Works
Deputy City Manager,
Administrative Services
Mayor
Attachments:
EXHIBIT "B":
EXHIBIT "C":
EXHIBIT "D":
EXHIBIT "E"
QUOTED UNIT RATE SCHEDULE (DATED 4/9/96)AND
CONTRACTOR’S PROPOSAL
CONTRACTOR’S GENERAL FEE SCHEDULE
CONTRACTOR’S INSURANCE CERTIFICATES
CITY ENCUMBRANCE LISTING
960611 syn 0070962
2
CERTIFICATE OF ACKNOWLEDGMENT
(Civil Code § 1189)
STATE OF
COUNTY OF
)
)
)
~pp~r~," On _~ //" I~ , 199~ before me,..~/~~- , .~ notary p~blic~ in and for said County,
ersonally appeared ~24~ L5~2~-~ ,
ersonally known to me// (o~ pro~ed _to~ me on the basis of
satisfactory evidence) t~ be-the person(~) whose name(~ is/a~-
subscribed to the within instrument and acknowledged to me that
he/~ executed the- same in hls~ .... /~- authorized
capacity(~), and that by his/~~ signature(~ on the
instrument the person~s@, or the entity upon behalf of which the
person(~@ acted, executed the.~instrument.
WITNESS my hand and official seal.
960611 syn 0070962
REQUEST FOR QUOTATION CIT/ of PALO AL 7-0
TO:PURCHASING & CONTRACT ADMINISTRATION
In response to the RFQ for MATERIAL TESTING AND INSPECTION SERVICES, the
undersigned proposes to furnish and deliver ~o ~he CiW of Polo Alto [he conversion as
specified herein and on file in the office of [he Manager of Purchasing & Contrac~
Administr~ion of the City of Polo Alto at prices s~ated in the folldwing quotation
form:
QUOTATION NUMBER:DATE:,4/£,/.~_6
UN/T RATES
Project Title:PaiD Alto Public Works Department - Materials Testing and
Inspection Services Contract
UNIT RATE SCHEDULE
ITEM I Item DESCRIP~ON with Unit Rate Written in Words I PRICE!UNIT
Sieve Analysis; Course and Fine per (ASTM-C136) at Thirty-eight
dollars " ’per test.
Si&ve Analysis; Course, per (ASTM-C136} at
twenty~f ive cents
Five dollars and
per, test.
Sieve Analysis; F~ne, per(ASTM-C136)_Thirsty-three dollars
per ~est.
ISand Equivalence Analysis; per (Calif-217} at Th±rLjz-three dollars
per test.
Modified Proctor Tests per (ASTM-D1557-A) at One hundred
twenty-four dollars and fif.ty cents per test.
In Place Nuclear Density Test per (Calif 231) at Forty-one dollars
per hour
~re Density Determinations per (Calif 216, Part 2,5 layers at_.]!
ne hundred three dollars per test.
Hveem’s Resist.ante "R" Values per (ASTM D2844 Calif 203)
One hundred thirty dollars__~__.per ~es~.
A~erberg Limit Test per (ASTM D4-23 D424) a[_Sixty dollars
per rest.
38.00
5.25
33.00
33.00
124.50
41.00
103.00
130.00
"60.00
REQUEST FOR QUOTATION CITY of P,4LO ,4/.. TO
ITEM~_____
10.
11.
12.
item DESCRIPTION with Unit Ra[e Wri’E~n in W~ards
Concrete Mix Design Review at Forty-three dollars
per review.
Concrete Cylinder Compression Test of 6" X 12" Cylinders per
(ASTM-C39) at Thirteen dollars and seventy-five cents
per cylinder test.
Concrete Cylinders storage Thirteen dollars’ and seventy-.
..~iv~ cents per cylinder.
Reinfor.cing Steel Tensile and Bend Test, (No. 2 thru No. 8 bars) aL
Twenty-seven dollars per test.
Reinforcing Stee! Tensile and Bend .Test, (Bars sized No. 10
and above) at _, Thirty-eight dollars
per test.
Steel Fabrication Inspection and Weld Ir~spection per AISC and
AWS Star~dards at. Forty dollars
per hour.
PRICE,:UNIT
43,00
13.75
27.00
38.00
40,00
Quoted rates shall include all applicable taxes.
PROPOSER’S COMPANY: Consolida=ed Engineerin& ~.aboracories
DATE: 4/9/96
LICENSE REQUIREMENTS: Subjec~ to verification of good standing, die.Consultant
shall submit a copy of ;t~ current .~o_qineering license as issued bythe State of
California under Chapter 9 of Division !!! of the California Business and Pro~essidns
Code (Sections 7000 et see). The copy of the license shall be attached.to the
Signature Page herein.
END OF SECTION
EXHIBIT B
FEE SCHEDULE EFFECTIVE FOR
CONSTRUCTION INSPECTION AND MATERIALS TESTING
for
THE CITY OF PALO ALTO
Deduct 15% on All Fees
Hourly Personnel Rates
Principal
Principal Geotechnical Engineer
Senior Engineer
Staff Engineer
Inspector/Field Technician
Draftsperson
$125.00/hour
125.00/hour
100.00/hour
80.00/hour
63.00/hour
35.00/hour
Special Services Hourly Rates
Soils Inspector with Nuclear Gauge
Windsor Probe Tests (Probes Extra)
Pachometer
High-Strength Bolting
In-Place Brick Shear Tests (Masonry) - Two Man Crew (4 hour minimum)
Pull-Out Tests (Proof Loading)
Ultrasonic Te~ting of Weldments
Floor Flatness Testing:
-Surveying/Inspection
-Profileograph
Above rates plus reimbursables
68.00/hour
68.00/hour
68.00/hour
68.00/hour
120.00/hour
68.00/hour
68.00/hour
400.00/half day; 600.00/day
750.00/day
Basis of Charges
Work over 8 hours per day, or on Saturdays
Work on Sundays/Holidays
Swing or Graveyard Shift Premium
Work from 0-4 hours
Work from 4-8 hours
Show Up ’Time
Cylinder Pick Up
Final Affidavit (request 6 working days advance nice)
Extra Copies (over 4 per issue date) of Inspection Reports
and Final Affidavit
Project Engineering and Management
Out of Area Services (Beyond 40 mile radius)
Travel Time
Mileage
Per-diem, including lodging
Reimbursables
Time and One-half
Double Time
5.00/hour
4-hour minimum billing
8-hour minimum billing
2-hour minimum billing
45.00 minimum billing
200.00 minimum billing
15.00/each
2 % of Fees
As Listed Below:
Basic Rate
$.40/mile
80.00/day
Cost + 15 %
! of 6
EXHIBIT C
Soils and Base Materials
Moisture/Density Curve
Standard Proctor ASTM D 698
Modified Proctor ASTM D 1557/AASHTO T180
Califomia Impact, Cal 216
Sieve Analysis
Bulk Sample Gradation, ASTM C 136/Cal 202
Material Finer than #200 Sieve, ASTM C 117
Soil Mechanics
Soil Classification, ASTM D 2487
"R" Value, ASTM D 2844/Cal 301
Plasticity Index (Atterburg Limits), ASTM D 4318/_Cal 204
Sand Equivalent, ASTM D 2419/Cal 217
Compression, Cement Treated Base (including preparation), Cal 312
Particle Size Analysis ASTM D 422
Hydrometer Minus #200
Sieve Analysis/Hydrometer
Specialty Geotechnical Testing
$155.00/each
165.00/each
165.00/.each
65.00/each
33.00/each
200.00/each
180.00/each
95.00/each
70.00/each
95.00/each
105.00/each
165.00/each
ASTM D1140
Consolidation (ASTM D2435, D4546)
Time-Consolidation ( ASTM D2435)
Collapse/Swell (ASTM D4546) -
Unconfined Compressive Strength (ASTM D2166)
Direct Shear (3 pt.)
California Bearing Ratio, 1 pt. (ASTM D1883)
California Bearing Ratio, 3 pt. (ASTM D1883)
Water Soluble Sulfate
pH (ASTM D4972)
Lab Resistivity
Other Laboratory Testing
28.00/each
100.00/each
45.00/ea. loading
55.00/each
65.00/each
600.00/each
120.00/each
330.00/each
33.00/each
22.00/each
55.00/each
Quotation on Request
Miscellaneous Geotechnical Charges
Vehicle Charges
Within 40-mile radius
Truck, 2-wheel drive
Truck, 4-wheel drive
All Other Direct Project Expenses
(such as contract drilling and backhoe services, special equipment
rental, commercial travel, protective clothing, shipping)
Clerical Services
No Charge
0.40/mile
0.50/mile
Cost + 15%
35.00/hour
2 of 6
EXHIBIT C
Aggregates
Sieve Analysis
Bulk Sample Gradation (Coarse or Fine), ASTM C 136/Cal 202
Material Finer than #200 Sieve, ASTM C 117
Bulk Sample Gradation, Cal 202
Specific Gravity (Coarse), ASTM C 127/Cal 206
Specific Gravity (Fine), ASTM C 128/Cal 207
Absorption, Sand or Gravel, ASTM C 127/ASTM C 128
Organic Impurities in Concrete Sand, ASTM C 140
L.A. Rattler, ASTM C 131 or C 535/Cal 211
Sulfate Soundness (per sieve)’, ASTM C 88
Unit Weight of Aggregates, ASTM C 29
Hardness, ASTM D 1865
Crushed Particles, Cal 205
Cleanness Value, Cal 227
Durability ASTM D 3744/Cal 229
Moisture Content of Aggregate ASTM C 29
$65.00/each
33.00/each
95.00/~each
45.00/each
50.00/each
40.00/each
40.00/each
165.00/each
70.00/each
45.00/each
65.00/each
90.00/each
65.00/each
65.00/each
33.00/each
Asphaltic Concrete
Hveem Compaction (including sample preparation), Cal 366, per point
Hveem Compaction (premixed sample), Cal 304, per point
Stabilometer Value, Cal 366, per point
Bitumen Content (extraction), ASTM D 2172
Bitumen Content (extraction), Cal 310
Gradation of Extracted Sample, ASTM C 136/Cal 202
Unit Weight of Compacted Asphaltic Concrete, ASTM D 2726/Cal 308
Unit Weight of C~npacted Asphaltic Concrete, (Paraffin Coated) ASTM D 1188
Marshall Compaction (including sample preparation), set of 3, ASTM D 1559
Marshall Compaction (premixed sample), set of 3, ASTM D 1559
Marshall Flow and Stability, set of 3, ASTM D 1559
Maximum Theoretical Specific Gravity (Rice Gravity), ASTM D 2041
Swell of Bituminous Mixtures, Cal 304/305
Caltrans Complete Asphaltic Concrete Test (Hveem Compaction, Stabilometer
Value, Extraction Gradation, Unit Weight), Average of Two Biscuits
100.00/each
80.00/each
33.00/each
100.00/each
110.00/each
95.00/each
28.00/each
45.00/each
210.00/each
170.00/each
50.00/each
90.00/each
110.00/each
475.00/each
Asphaltic Cement
Penetration of Bituminous Materials at 77°F, ASTM D 5/AASHTO T49
Penetration of Bituminous Materials at 32°F to 158°F,
ASTM D 5/AASHTO T49
Kinematic Viscosity of Asphalt, ASTM D 2170/AASHTO T201
¯Absolute Viscosity of Asphalt, ASTM D 2170/AASHTO T201
Viscosity (Asphalt Institute Method)
Rolling Thin Film Test, ASTM 2872/Cal 346/AASHTO T240
Residue by Evaporation, ASTM D 244/AASHTO T59
Extraction and Recovery, ASTM D .2172/ASTM D 1856
43.00/each
60.00/each
95.00/each
95.00/each
110.00/each
100.00/each
125.00/each
405.00/each
3 of 6
EXHIBIT C
Consolidated Engineering Laboratories
Geotextile Fabric
Tensile Strength by Grab Method
Resistance Index, ASTM D 4833
Trapezoidal Tear
Mass Per Unit Area, ASTM D 3776
Simulated Asphalt Retention, ASTM D 4830
Unit Weight Analysis, ASTM D 2329
Ply Count and Void Analysis, ASTM D 2329
$220.00/each
150.00/each
165.00/each
110.001each
275.00/each
23.00/each
65.00/each
Cement
Storage of Grab Sample, 60 days
Compression, 2x2 Cubes, each age, ASTM C 109
Cement Content of Hardened Concrete, ASTM C 1084
12.00/each
32.00/each
1,400.00/each
Concrete
Concrete Mix Design Review
Trial Batches, Prepared in Laboratory (excludes time for material pickup)
Shrinkage, set of 3, ASTM C157, Cal 530
Compression, 6x12 Cylinders, ASTM C 39
Compression, Core (including end preparation), ASTM C 42
Compression, 3x6 Cylinders Lightweight Insulating Concrete, AsTM C 495
Molds, 6x12 Concrete, ASTM C 470
Cylinders, Stored 60 days (hold cylinders)
Splitting Tensile, 6x12 Cylinders, ASTM C 496
Unit Weight of Concrete Cylinders, ASTM C 567
Unit Weight of Lightweight Insulating Concrete, ASTM C 495
Compression Test of Lightweight Insulating Concrete, ASTM C 495
Flexural Strength of Concrete, ASTM C 78 or C 293
Shotcrete Panel, Up to 4 Cores (including compression), ASTM C 42
Chloride Ion Content, AASHTO T260
Emission of Moisture through Concrete
Cylinder pick-Up
GFRC Panel Test
Ftexural Testing, per P.C.I. Recommended Practice
Pullout Testing of Anchors, per P.C.I. Recommended Practice
Reinforcing Steel - ASTM A 615
110.00/each
285.00/each
265.00/set
20.00/each
55.00/each
25.00/each
2.00/each-
20.00/each
40.00/each
22.00/each
28.00/each
33.00/each
95.00/each
220.00/each
80.00/each
55.00/each
45:00/trip
33.00/each
55.00/each
Tensile Strength and Bend Test
Samples, Size #3 - #10
Samples, Size #11
Samples, Size #14
Samples, Size #18 (Full Section)
60.00/each
82.00/each
200.00/each
255.00/each
4 of 6
EXHIBIT C
Prestressing Steel - ASTM A 416
Uncoated 7 Wire Strand, 1/4" to 1/2"
Breaking Strength Only
Yield Strength, Breaking Strength and Elongation
(Note:For Vinyl Coated Strands, add $ 25.00 per test;
for Modulus of Elasticity, add $ 25.00 per test)
Masonry
Concrete Blocks
Compression, Gross Area, ASTM C 140
Compression, Gross Area, Unusual Shape, ASTM C 140
Compression, Net Area, ASTM C 140
Absorption and Moisture, ASTM C 140
Linear Shrinkage, ASTM C 426
Bricks
Absorption, with Saturation Coefficient, ASTM C 67
Compression, ASTM C 67
Modulus of Rupture, ASTM C 67
Compression, Grout Prisms, ASTM C 39
Compression, Mortar Cylinders, ASTM C 39
Compression, Composite Prisms, ASTM E 447
Compression, Masonry Core, ASTM C 140
Shear, Masonry Core, CCR Title 24
Mortar Molds, ASTM C 470
Structural Steel (Mild Steel Not Over One Inch Thick)
Tensile Strength, ASTM A 370 (test only)
Samples, Under 1-1/2 square inch in cross section
Samples, 1-1/2 square inch and over in cross section
Bending
High Strength Bolts, Nuts and Washers, ASTM A 325, A 490 and A 449
Bolts Proof Load or Ultimate
Nuts Proof Load
Washers Proof Load
Hardness (Rockwell)
Weldment Testing (Mild Steel Not Over One Inch Thick)
Transverse Tensile
Transverse Side Bend
Transverse Root and Face Bend
Macroetch
0.505" Tensile Specimen
Charpy V-Notch Specimen
$110.00/each
175.00/each
53.00/each
80.00/each
70.00/eacti
53.00/each
95.00/each
55.00/each
45.00/each
45.00/each
27.00/each
27.00/each
95.00/each
40.00/each
60.00/each
2.00/each
65.00/each
70.00/each
45.00/each
55.00/each
33.00/each
17.00/each
17.00/each
65.00/each
45.00/each
45.00/each
45.00/each
70.00/each
On Quotation
5 of 6
EXHIBIT C
Nondestructive Testing
Radiography
Consultation
One-Man Crew
Two-Man Crew
Film
Magnetic Particle Level III (ASNT)
Magnetic Particle Level II (ASNT)
Ultrasonic Level III (ASNT)
Ultrasonic Level II (ASNT)
Dye Penetrant Level III (ASNT)
Dye Penetrant Level II (ASNT)
Night Shift Work - One-Man Crew
Night Shift Work - Two-Man Crew
Coring Services
Coring Machine Operator
Helper (add per hour)
Diamond Drill Bit Charges, per inch to 5"
Diamond Drill Bit Charges, per inch 6" and over
Compression of Core, ASTM C42
RooFing
Ply Count and Asphalt by Difference, ASTM D 2829
Weight Analysis, ASTM D 2829
Fireproofing
Density of Sprayed on Fireproofing, ASTM E 605/UBC 43-8
Cohesion/Adhesion, ASTM E 736
Miscellaneous Tests and Inspections
Calibration of Hydraulic Rams
Universal Testing Machine with Technician
Instron Testing Machine with Technician
Windsor Test Probes
Welder Qualifications, each position
Expert Witness
Laboratory Technician
$ 65.00/hour
65.00/hour
125.00/hour
On Quotation
80.00/hour
68.00/hour
80.00/hour
68.00/hour
80.00/hour
68.00/hour
Add $6/hour
Add $12/hour
90.00/hour
45.00/hour
5.00/inch
On Quotation
55.00/each
65.00/each
23.00/each
33.00/each
55.00/each
150.00/each
150.00/hour
125.00/hour
On Quotation
80.00/each
1,200.00/day
68.00/hour
6 of 6
EXHIBIT C
~RODUCER
Diversified Risk Ins. Brokers
1335 Stanford Avenue
Suite 100
Emeryville, CA 94608
(510) 547-3203
~URED
Consolidated Engineering Labs
P.O. Box 9131
Pleasanton, CA 94566 COMPANY D
LETTER
COMPANY EDGELETTER
ISSUE DATE (M~,VDD/YY)
10/02/95
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS’ AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
CO POUCY EFFECTIVE POLICY EXPIRATIONLTRTYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY)DATE (MMJDD/YY)LIMITS
GENERAL UABIUTY GENERAL AGGREGATE $2,000,000
~ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP Aaa.*2,000,000
A --] CLAIMS MADE[~ OCCUR.PSP072478(96)10/01/95 10/01/96 PERSONAL & ADV. INJURY $1,000,000
X OWNER’S & C*ONTRACTOR’S PaCT EACH OCCURRENCE I *1,000,000
FIRE DAMAGE (Any One fire) I $50,000
MED. EXPENSE (Any one person i $5,000
AUTOMOBILE UABlUTY COMBINED SINGLE
X ANY AUTO LIMIT $1,000,000
__ ALL OWNED AUTOS BODILY INJURY $
A SOHEDULED AUTOS AST086770(96)10101/95 10101/96 (Per person)
X HIRED AUTOS BODILY INJURY
X NON-OWNED AUTOS (Per accident)$
GARAGE LIABILITY
PROPERTY DAMAGE $
EXCESS LIABILITY EACH OCCURRENCE $3,000,000
A X_~PLA354025(96)10/01/95 10/01/96 AGGREGATE *3,000,000
WORKER’S COMPENSATION ’1 ~’~ STATUTORY LIMITS ::i::.[’.
l EACH ACCIDENT $AND
DISEASE--POLICY LIMIT $
EMPLOYERS’ LIABlUTY ~,.~,~0..~]DISEASE--EACH EMPLOYEE $
, .., >o;I,
DESCRIPTION OF OPERATIONS/LOCATION I~i’II~LES/ P,"~
Re: All Operations .,~X(~~
The City of PaiD Alto, its oJ~l~£)~s, Agents and employees are named as
additional insured per C,~2~10 attached.
CANCELLED’ ~’FOR’E THE
City ofPa]o Alto r.:.:i~liiiii~ EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL
!~2:: o~xiz:i:~5~ rig, n e e r, n g Dlv
Palo Alto, CA 94303
POLICIES BELOW.
COMPANIES AFFORDING COVENAGE
COMPANY A Royal Insurance CompanyLETTER
COMPANYLETTER ~
COMPANY C
LETTER
POLICY NUMBER: AST086770(96)BUSINESS AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL iNSURED
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
It is agreed that the "Who Is An Insured" provision is amended to include as an insured the person
or organization designated below as an additional insured, subjec~t to the following provisions:
(1).This insurance applies only with respect to any Liability arising out of the operation of
covered autos on the additional insureds premises described below;
(2).The Named Insured is authorized to act for such additional insured in all matters pertaining
to this insurance, including receip~ of notice of cancellation;
(3).Return premium, if any, shall be paid to the Named Insured;
(4).Nothing contained herein shall affect any right of recovery as a claimant which the
additional insured would have if not designated as such.
City of Palo Alto, *
Public WorkslEngineering Div.
Attn: Gary Weinrich
P.O. Box 10250
Palo Alto, CA 94303
*its officers, agents and employees
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
NAMED INSURED: CONSOLIDATED ENGINEERING LABS,
POLICY #: PSP072478(96)EFFECTIVE DATE:10/01/95
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization:
THE CITY OF PALO ALTO,
ITS OFFICERS, AGENTS AND EMPLOYEES; -
ARE NAMED AS ADDITIONAL INSURED, BUT ONLY AS TO WORK PERFORMED
UNDER CONTRACT.
’WHO IS INSURED (SECTION II) is amended to include as an insured
the person or organization shown in the Schedule, but only with
respect to liability arising out of "your work" for that insured
by or for you.
Such insurance as is provided by this endorsement shall be
considered primary and any City insurance is excess and non-
contributing.
CG 20 i0 ii 85
EXHIBIT D
COMPENSATION
INSURANCE
P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807
CITY OF PALO ALTO
~ECE~VED
CERTIFICATE OF WORKERS’ COMPENSATION INSUR,~LF~ ~I0}{KS ENGINEERING
1 9 ~ 5 POLICY NUMBER: 1 4 3 ~ ~ 7 7 -9 5CERTIFICATE EXPIRES: 1 0-- 1 - Y ~
CITY OF PALO ALTO
PUBLIC WORKS/ENGINEERING DIV.
P 0 ~OX 10250 -~TTN:
PALO ALTO CA 94303
GARY WEINRZ.~H
ALL CA OPSo
L_
This is to certify that we have issued a valid Workers’ Compensation insurance policy in a form approved by the California
Insurance Commissioner to the employer named below for the policy period indicated.
This policy is not subject to cancellation by the Fund except upon tej~ ~ays advance written notice to the employer.
We will also give you T~/~.days’ advance notice should this policy be cancelled prior to its normalexpiration.XX
This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the
policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with
respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies
described herein is subject to all the terms, exclusions and conditions of such policies.
PRESIDENT
EMPLOYER’S LIABILITY LIMIT INCLU~ING DEFENSE COSTS: $1,000,000 P=R
ENDORSEMENT #2055 ENTITLED CERTIFICATE HOLDERS’ NOTICE EFFECTIVE
10/01195 IS ATTACHED TO AND FORMS A PART CF THIS ?OLICY.
EMPLOYER
CONSOLIDATED ENGINEERING LABORATORIES
4464 WILLOW RD., #C
PLEAS~NTON C~ 945.~::
CITY OF PALO ALTO
PUBLIC WORKS DEPARTMENT
’’".MATERIALTESTING AND INSPECTION SERVICES AGREEMENT
CONSOLIDATED ENGINEERING LABORATORIES
Contract Number: S6043199
" "Original Current Amendment Total
ect "’CIP Number Encumbrance Encumbrance No. 4 Encumbrance
Storm Drain Collection System 47702
Storm Drain Pipeline Rehabilitation 47709
Storm Drain Pump Station Impvts.47710
Barron Park Drainage Impvts.47712
Harbor Improvements 18918
MSC Fuel Tank Modification 19001
Major Intersection Improvements 19073
Lake Dam 47702
Cambridge Ave. Parking Structure 19213
Civic Center Build-out 20213
Street Improvements-Gas Tax 18670
Street Improvements-Utility Tax 18971
30,000.00 $34.00 $0.00 $34.00
$10,000.00 $5,000.00 $15,000.00
$20,000.00 $5,000.00 $25,000.00
$0.00 $5,000.00 $5,000.00
20,000.00 $10,344.00 $0.00 $10,344.00
700.00 $0.00 $0.00
10,000.00 $2,000.00 $2,000.00
1,500.00 $2,500.00 $2,500.00
12,000.00 $56,702.00 $56,702.00
5,000.00 $7,282.00 $7,282.00
10,000.00 $10,872.00 $1,500.00 $12,372.00
10,000.00 $8,500.00 $11,500.00 $20,000.00
5,000.00 $0.00 $0.00
1,000.00 $3,000.00 $3,000.00
1,000.00 $2,500.00 $2,500.00
1,000.00 $1,429.00 $1,429.00
$1,000.00 $1,000.00
$5,000.00 $5,000.00
$1,000.00 $1,000.00
$1,000.00 $1,000.00
$10,000.00 $10,000.00
$5,000.00 $5,000.00
$1,000.00 $1,000.00
$1,000.00 $1,000.00
$1,100.00 $1,100.00
$2,000.00 $2,000.00
$5,000.00 $5,000.00
$5,000.00 $5,000.00
$10,000.00 $10,000.00 $20,000.00
Electric/Water Transm. ission Facility
Street Bike Bridge
Rinconada Pool Site Improvements
Fire Station #2
House Demolition
Civic Center Plaza Water Project
Downtown Library Beam Repair
Public Buildings Structural Repair
Improvements
City Facilities Water Backflow Devices
Council Chamber Refurbishment
Structural Improvements
Calming Devices
Dam/Creek
Page Mill/Foothill Int. Impvt.
Embarcadero Bikepath Improvements
20217
19411
19302
18508
477O8
19532
19512
19515
18508
19309
19407
19309
19508
19709
19102
19073
19310
ClP SUBTOTAL:
Utility Trench Testing (FY 93/94):
Utility Trench Testing (FY 94/95):
Utility Trench Testing (FY 95/96):
Utility Trench Testing (FY 96/97):
Note: (’1) --’ P.W. Operating Budget
TOTALS:
(’1)
(’1)
(’1)
(’1)
$107,200.00
$20,0OO.0O
$169,163.00 $52,100.00 $221,263.00
$5,090.00 $5,090.00
$6,500.00.$6,500.00
$8,000.00 $8,000.00
$20,000.00 $20,000.00
$127,200.00 $188,753.00 $72,100.00 $260,853.00
SUMMARY:DESCRIPTION
Original Contract:
Amendment #1:
Amendment #2:
Change Orders:
Amendment #3:
Current Encumbrance Subtotal:
$127,200.00
$42,262.00
$22,26O.OO
$20,000.00
($22,969.00)
$188,753.00
Amendment #-4:$72,100.00
Revised Total Encumbrance:$260,853.00