HomeMy WebLinkAboutReso 113-99 Geotech/BerlogarRESOLUTION NO. 113 - 99
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
APPROVING AMENDMENT TO AGREEMENT FOR GEOTECHNICAL SERVICES
WITH BERLOGAR GEOTECHNICAL CONSULTANTS
WHEREAS, the City Council of the City of Dublin approved an agreement for geotechnical
services with Beflogar Geotechnical Consultants, on June 11, 1997 which was extended until June 30,
1999; and
WHEREAS, Beflogar has requested an adjustment of rates for the 1999-2000 fiscal year; and
WHEREAS, the term of the agreement is proposed to be extended until June 30, 2001;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby
approve the amendment to the agreement (extension of term) with Berlogar Geotechnical Consultants,
which is attached hereto as "Exhibit A".
BE IT FURTHER RESOLVED that the Mayor is authorized to execute the amendment.
PASSED, APPROVED AND ADOPTED this 24th day of June, 1999.
AYES:
Councilmembers Howard, McCormick, Zika, Vice Mayor Lockhart and Mayor
Houston
NOES: None
ABSENT: None
ABSTAIN: None
ATTEST:~(-7.,/
K2/G/6-24-99b/reso-berlogar. doc
gi\engr\berlogarXresoanmd99
EXHIBIT "A" OF RESOLUTION /I~ ,.-99
AMENDMENT TO AGREEMENT
BETWEEN CITY OF DUBLIN AND BERLOGAR GEOTECHNICAL CONSULTANTS
FOR GEOTECHNICAL SERVICES
WHEREAS, the City of Dublin (hereinafter referred to as "CITY") and Berlogar
Geotechnical Consultants (hereinafter referred to as "CONSULTANT"), entered into a one-year
agreement on June 11, 1997, to provide engineering services to CITY; and
WHEREAS, the term of the agreement was extended to June 30, 1999; and
WHEREAS, Consultant and the City of Dublin wish to extend the term of said agreement
for an additional two-year period (terminating June 30, 2001); and
WHEREAS, Consultant has proposed a rate increase for the 1999-2000 fiscal year;
NOW, THEREFORE, the parties hereto agree as follows:
Extension of Term
The term of the agreement shall be extended to coincide with the end of the 2000-2001 Fiscal Year;
i.e., until June 30, 2001.
Adjustment of Rates
The rate schedule attached hereto as Exhibit A shall be effective for the 1999-2000 fiscal year.
Consultant may propose a further adjustment of rates for the second year of the agreement term.
ATTEST:
CITY OF DUBLIN
BERLOGAR GEOTECHNICAL CONSULTANTS
Date:
BERLOGAR GEOTECHNICAL CONSULTANTS
FEE SCHEDUI. E - 1999
General
Billing. Rate/Hour
Principal Engineers and Geologists ................................................... · ..................... $165.00
Associate Engineers and Geologists ......................................................................... 14-0.00
Senior Engineers and Geologists ........................................................................... 125.00
Project Engineers and Geologists ........................................................................... 113.00
Staff Engineers and G~ologists ............................................................................ 102.00
Supervising Technicians ................................................................................ t t 5.00
Laboratory, Tbchnicians ................................................................................... 88.00
Senior Engineering Technicians ...............................................
Engineering Technicians ............. ..................................................................... 78.00
Computer Timb ....................................................................................... 25.00
Draftsman: ............................................................................................ 77.00
Word Processor .................................................................. : ..................... 52.00
Clerical ............................................................................................. 37.00
Outside Services ................................................................................. Cost + 15%
Vehicle ........................................................................................... 45f/mile
Nuclear Density Gauge tTwn-Hour Minimum) ....... : .......................................................... 7.00
Proton Magnetometer ............................................................................... 120.00/day
Seismograph (12 Chon.ne;) ............................................................................ 325.00/day
5tope Indicator ..................... ~ ............................................................. '~ 50.00/day
Sondex Instrument: ................................................................................ 110.00/day
Overtime work performed at the request of the Client or necessitated by Conlracior - working overtime will be bi[ted at 1.3 times the hourly rates
listed above.
Exper[ witness testimony/deposition minimum charges: $250/Huur; preparation at applicable hourly rates.
Project-refated obi-side costs including: Equipment rental, consultants, special fees, permits or insurance, meals and lodging and other similar items
are billed at cost + 15%. In lieu of individuai[y chopin§ ffr: photo copies, federg e×pr~ss, facsimile, telephone and c[erica] time a flat fee of 2%
of total labor will be charged. Copies of previously issued ,eports of up to '..¢o. pages will be b~lled at $35.00 for the first copy, and $25.00 for each
additional cop,,'. Specific quotes for larger reports and/or report~ containing dray.rings larger th;n 8½ X 11 inches.
Labo~tory Tests
(Unit charge for laboratory testing including the normal laboratory work and report of results only. Unusua~ or time-consuming sample preparation
or special tests are billed at hourly charge for the laboratory technician. Charges for testing which are not listed wilt be given upon request.
Similarly, a reduction of tl~e Fee Schedule rate can be given for a large number oF tests).
Billing [3illing
Rate/Test Rate/Test
Classification Tests
Atterberg Limits (Pi & LL} ......................... $115
-Sieve Anaiysis ................................... 90
Percent Passing #200 Sieve .......................... 47
Hydrometer Analysis ............................. 1 I0
Sand Equivalent .................................. 95
Specific Gravity. ................................. 114
Sulk Specific Gravity ........................... ,,,,.. 98
Moisture Content/Unit Weight ....................... 13
Comoa~ion Curves
A. 4-Inch Mold ............. -. ................... 180
B. 6-Inch Moid ................................. 210
C. Col Impac~ Wet) .............................. 180
D. Cai Impact (Dry) .............................. 210
E. 1 Point Verification ............................. 77
Durability Factor
A. Fine ....................................... i 70
[3. Coarse ..................................... 140
L.A. Rattler .................................... t80
R-Value Tests
Not Requiring Reproporth.ming ...................... 240
Req~'i'r'~.q"'~X~p'~:o~ o r t i on i n g ......................... 270
Cement, Lime, Other ............................. 270
Concrete Tests (including moisture cnntent
i~nd dry unit vveigh~ determinations)
A. Cnmpression Tests (set of 3 specimens) ............... 57
B. Trial Batch .................................. 725
ShrintdSwe!! Tests (including moisture content
and dr',, unit weight determinations)
A. Undisturbed ................................. $ 75
B. Remolded ................................... 145
Stm. n~.th Tests (including moisture content
and dry uqit weight determinations)
Direct Shear. Per Point
A. Undisturbed ............................... 45
tL Remolded ................................. 90
Triaxial Ccrnciession. Per Point
A. Unc.'}~tsehdated, Undrained ................... 118
B. Unconsolidated, Undrained and Backsatdration ..... 200
C. Consolidated, Undrained ..................... 214
D. Consolidated, Undrained and Backsaturated ....... 270
E. Consolidated, Drained ....................... 212
F. Pore Pressure Measurements .................... 70
G. Remolded Specimens, Add, Per Point ............. 50
Unconfined Comaression :
A. Undisturbed ............................... 75
[3. Remolded ................................ 120
Consolidation Tests (including moisture content
and dry unit weight determinations)
A. Undisturbed .................... ~ ......... 180
B. Remolded ....................... ...' ...... 230
C. Time Compression Curve, Per Increment ........... 45
Asphaltic Concrete
A. Maximum Density ........................... 95