HomeMy WebLinkAboutAGENDA BACKUP 08-19-93
~ Centra. ~g~~~ g~~~R~~~baR1 .Jistrict
PAGE 1 OF 2
POSITION PAPER
BOARD MEETING OF
SUBJECT
NO.
3. CONSENT CALENDAR m.
DATE August 10, 1993
AUTHORIZATION FOR P.A. 93-16 (DANVILLE)
TO BE INCLUDED IN A FUTURE FORMAL ANNEXATION
TO THE DISTRICT
TYPE OF ACTION
ACCEPT ANNEXATION
FOR PROCESSING
SUBMITTED BY
INITIATING DEPT./DIV.
Dennis Hall, Associate En ineer
Engineering Dept./lnfrastructure Division
Parcel
No.
Area
Owner I Address
Parcel No. & Acreage
Remarks
Lead
Agency
93-1 6
Danville
(98C3)
Dorothy M. Thomas
191 Sonora Avenue
Danville, CA 94526
208-034-006 (0.33 AC.)
Existing house with a
failing septic system;
must connect to the
public sewer system.
Project is exempt
from CEOA.
CCCSD
RECOMMENDATION: Authorize P.A. 93-16 to be included in a future formal annexation.
1302A-9/85
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REVIEWED AND RECOMMENDED FOR BOARD ACTION
,. 0/1
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INITIATING DEPTiDIV.
~
PROPOSED ANNEXATION
P.A. 93-16
~ Centra, ;g~~~ g~~~R~~~::~~ District
POSITION PAPER
BOARD MEETING OF
August 19, 1993
SUBJECT
CONFIRM n AMENDED ASSESSMENT DIAGRAM" AND
APPORTION BOND ASSESSMENT AMOUNTS AND AUTHORIZE
RECORDING OF SAID DIAGRAM, LOCAL IMPROVEMENT
DISTRICT 56, WALNUT CREEK AREA
PAGE 1 OF 2
NO.
3.
CONSENT CALENDAR n.
August 10, 1993
DATE
TYPE OF ACTION
APPORTIONMENT
OF LID BONDS
SUBMITTED BY
Dennis Hall, Associate Engineer
INITIATING DEPT.lDIV
Engineering Department/infrastructure Div.
ISSUE: The Contra Costa County Auditor's office has requested this District to apportion the
bonds which are outstanding on two parcels of land in Local Improvement District (LID) 56.
BACKGROUND: With the filing of Subdivision 7168, it has become necessary to apportion the
bond assessment for parcel Nos. 56-3 and 56-4.When Subdivision 7168 was filed, it created
four new parcels. The new parcels are shown on the attached amended assessment diagram
and are assigned Assessment Nos. 56-38 through 56-41. In accordance with Section 8730
of the Streets and Highways Code, the District is required to apportion the LID bond amounts
on the original parcels to the newly created parcels. The County Auditor can then prepare a
tax bill for each new parcel.
The original two parcels of land were assessed as one unit each. Staff has applied the two
existing assessments to two of the four newly created parcels. The two remaining new parcels
will each pay an equalization fee when they are connected to the public sewer system.
The following is a summary of the apportioned assessments:
ASSESSMENT
NO.
AMOUNT
AMENDED
ASSESSMENT
NO.
56-38
56-39
56-40
56-41
56-3
56-4
$9,310.34
$9,310.34
*Equalization fees due at time of connection (currently $10,367.65).
ASSESSMENT
AMOUNT
$9,310.34
0.00*
0.00*
$9,310.34
RECOMMENDATION: Confirm the amended assessment diagram and apportion assessment
amounts and authorize the recording of said diagram.
REVIEWED AND RECOMMENDED FOR BOARD ACTION
INITIATING DEPT./DIV.
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1302A-9/85
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APPORTION L.I.D. BOND
L.I.D. 56
Walnut Creek Area
BOARD MEETING OF
August 19, 1993
PAGE 1 OF 4
NO.
3. CONSENT CALENDAR o.
DATE
Au ust 5, 1993
TYPE OF ACTION
AUTHORIZE
PUBLIC NOTICE
SUBJECT
AUTHORIZE A PUBLIC NOTICE TO INDICATE AVAILABILITY
OF DOCUMENTATION IN SUPPORT OF THE DISTRICT'S
APPROPRIATIONS LIMIT
SUBMITTED BY
INITIATING DEPT./DIV.
Debbie Ratcliff, Controller
Administrative/Finance and Accounting
ISSUE: The Central Contra Costa Sanitary District is required to establish its appropriations limit
in accordance with Article XIII B of the California Constitution.
BACKGROUND: Proposition 4 was approved on November 6, 1979, and was incorporated in
the California Constitution as Article XIII B. Article XIII B, as implemented by Senate Bill 1352,
limits appropriations of state and local governments to the appropriations of the 1978-1979 base
year adjusted in each subsequent year for changes in the Consumer Price Index or California per
capita personal income, whichever is lower, and the change in population.
SB 1352 requires government agencies to establish their appropriations limit by resolution each
year at a regularly scheduled meeting. Notice to the public of the availability of documentation
in support of the appropriations limit must be given fifteen days prior to adoption. The
appropriations limit is open to challenge within 45 days of the effective date of the resolution.
The following key considerations have been used in applying the provisions of Article XIII B:
. The District accounts for its activities in four separ:ate funds: Running Expense Fund
(General Fund); Sewer Construction Fund (Capital Fund); Self-Insurance Fund; and Debt
Service Fund.
The Running Expense Fund and Self-Insurance Fund are considered to be enterprise funds
and are not subject to limitation under Proposition 4. Enterprise funds are generally used
to account for operations that are financed and operated in a manner similar to private
business enterprises where it is intended that costs of providing goods or services to the
public on a continuing basis be financed or recovered primarily through user charges.
Bond proceeds used for debt service are not subject to the appropriations limit.
The District's appropriations limit is required to be established for the Sewer Construction
Fund. The appropriations limit is determined for yearly appropriations into the Sewer
Construction Fund.
INITIATrG DEPT.lDIV.
~/~-
REVIEWED AND RECOMMENDED FOR BOARD ACTION
1302A-7/91
DR
PM
SUBJECT
AUTHORIZE A PUBLIC NOTICE TO INDICATE AVAILABILITY
OF DOCUMENTATION IN SUPPORT OF THE DISTRICT'S
APPROPRIATIONS LIMIT
PAGE
DATE
2
4
OF
August 5, 1993
. Article XIII B defines "proceeds of taxes" as including, but not restricted to, all tax
revenues, income from investment of tax proceeds, and the proceeds of regulatory
licenses, user charges and fees to the extent that such proceeds exceed the reasonable
cost of providing the regulation, product or service. "Proceeds of taxes" also include
state subventions, other than those for mandated programs for which the state
reimburses the local agency. SB 1352 further defines state subventions to include only
money received by a local agency from the state, the use of which is unrestricted by the
statute providing the subvention. Grant funds received from the state for capital projects
are restricted to specific uses and are, therefore, not "proceeds of taxes."
. Fund balances carried over into fiscal year 1 980-1981 are generally subject to limitation
unless they were appropriated into a reserve account prior to July 1, 1980; however, as
the Sewer Construction Fund is a single purpose fund, the fund balance at June 30, 1981
has been construed as having been appropriated into reserves and, therefore, not subject
to limitation.
Article XIII B was amended in 1990 by Proposition 111, which resulted in the following changes:
. Formerly, the appropriations limit was increased annually by a factor comprised of the
change in population combined with either the change in California per capita personal
income or the Consumer Price Index, whichever is lower. As amended, the Consumer
Price Index is replaced by the change in the local assessment roll due to local
nonresidential construction. The Board is to select between the per capita personal
income or the change in the local assessment roll due to local nonresidential construction
by a recorded vote. The 1990-1991 appropriations limit shall be the 1986-1987
appropriations limit adjusted from that year forward by the new growth factors stated in
the proposition. The change in the local assessment roll, which is intended to be
obtainable from the County Assessor was not available for use for the 1 990-1 991 fiscal
year C!nd, therefore, the per capita personal income factor was used. The County
Assessor has since provided the change in the local assessment roll for both the 1991-
1992 and 1992-1993 fiscal year, but advised that the change in assessment roll for the
prior fiscal years 1987-1988 through 1990-1991 will not be available.
The change in the local assessment roll for the 1993-1 994 fiscal year has been reported
by the County Assessor to be 10.1 percent. The California per capita personal income
percentage change is 2.72. The change in the local assessment roll is being used in the
calculation of the 1 993-1 994 appropriations limit, as shown on Attachment I.
. Revenues received in a fiscal year and the fiscal year immediately following it in excess
of the appropriations limit during that fiscal year and the fiscal year immediately following
it, shall be returned by a revision of tax rates or fee schedules within the next two
subse uent fiscal ears.
1302B-7/91
SUBJECT
POSITION PAPER
AUTHORIZE A PUBLIC NOTICE TO INDICATE AVAILABILITY
OF DOCUMENTATION IN SUPPORT OF THE DISTRICT'S
APPROPRIATIONS LIMIT
PAGE
DATE
3
OF
4
August 5, 1993
. In the event an emergency is declared by the Board, the appropriations limit may
be exceeded provided that the appropriations limits in the following three years are
reduced accordingly to prevent an aggregate increase in appropriations resulting
from the emergency.
. The annual calculation of the appropriations limit for each entity of local
government shall be reviewed as part of an annual financial audit.
The appropriations limit for 1992-1993 will be reviewed by the District's independent auditors,
Maze and Associates, during the regularly scheduled annual audit.
RECOMMENDATION: Authorize a public notice advising that documentation used in the
determination of the appropriations limit shall be available fifteen days prior to the Board Meeting
to be held on September 16, 1993, at which the appropriations limit for the Sewer Construction
Fund for the fiscal year 1993-1994 will be established.
13028-7/91
ADS/Pos Paper #2/Prop4.PP
CENTRAL CONTRA COSTA SANITARY DISTRICT
Sewer Construction Fund (Capital Fund)
Appropriations Limit
$4.697.644
$5.285.789
$6.062.800
$6.746.078
$7.266.875
$7.548,830
$8,010,818
1978-1979 Appropriations Subject to Limitation
1 979-1 980 Appropriations Limit
1 980-1981 Appropriations Limit
1981-1982 Appropriations Limit
1982-1983 Appropriations Limit
1 983-1984 Appropriations Limit
1 984-1985 Appropriations Limit
1985-1986 Appropriations Limit
1986-1987 Appropriations Limit
1987-1988 Appropriations Limit
1988-1989 Appropriations Limit
1989-1990 Appropriations Limit
1990-1 991 Appropriations Limit
1991-1992 Appropriations Limit
1992-1993 Appropriations Limit
1993-1994 appropriations Limit:
Nonresidential New Construction
Change in Assessment Roll
Population Change
Compound Effect:
$8.416,165
$8,823,507
$9,303,506
$9.964.055
$10,768,154
$11,575,765
$13.574.899
$14,559,079
1.1010
1.0210
1.1010 x 1.0210 = 1.124121
$14,559,079 x 1.124121 = $16.366.166
ADS/PosPaper #2/Prop4.PP
Attachment I
Page 4 of 4
Central Contra Costa Sanitary District
BOARD OF DIRECTORS
PAGE 1 OF
10
Au ust 19 1993
NO.
5. ENGINEERING a.
BOARD MEETING OF
SUBJECT
DATE
CONSIDER APPEAL OF KULCHIN-CONDON AND ASSOCIATES,
INC. OF STAFF POSITION REGARDING PREOUALlFICATION;
ADOPT A RESOLUTION APPROVING AS PREOUALlFIED
MICROTUNNELlNG/PIPE JACKING CONTRACTORS FOR THE
PLEASANT HILL RELIEF INTERCEPTOR PROJECT, D.P. 4879
TYPE OF ACTION
CONSIDER APPEAL
ADOPT RESOLUTION
SUBMITTED BY INITIATING DEPT./DIV.
Michael J. Penny, Assistant Engineer Engineering Dept.llnfrastructure Div.
ISSUE: It is appropriate for the Board to hear the appeal of Kulchin-Condon and Associates,
Inc. of staff's position concerning prequalification for microtunneling/pipe jacking for the
Pleasant Hill Relief Interceptor Project. Additionally a resolution is needed to approve
prequalification of contractors which staff recommends to be prequalified.
BACKGROUND: The Pleasant Hill Relief Interceptor sewer project includes the installation of
approximately 9,600 feet of pipeline. Of this total, approximately 2,000 feet will be installed
utilizing microtunneling/pipe jacking methods under State Highway 4, Interstate 680 aAd Contra
Costa Boulevard. Due to concerns and requirements of Caltrans and the City of Pleasant Hill
regarding adverse impacts the microtunneling/pipe jacking operations may have on the
freeways and city street such as settlement and the creation of traffic hazards, a special need
exists to have a smooth, low risk operation. Due to physical constraints, access from the
ground surface is precluded, and no intermediate access shafts will be allowed.
The geologic conditions in the areas of the microtunneling generally consist of soft, medium
stiff, and stiff clay, interbedded with saturated silty and clayey sand layers. It is anticipated
that all of the tunneling will be below the groundwater levels. In order to stabilize the tunnel
direction, control groundwater inflows, minimize surface settlement and reduce dewatering
requirements, the use of a specialized type of equipment involving pressurized face
microtunneling/pipe jacking equipment with a closed face tunnel shield and positive, controllable
face pressure is a requirement for the project.
Due to the anticipated difficult tunneling conditions and the requirement for specialized
equipment for the project, contractors who propose to perform the microtunneling/pipe jacking
work must have sufficient experience utilizing the specialized equipment and certain other
experience. Prequalification of these microtunneling/pipe jacking contractors/subcontractors
is needed and is in the best interest of the District.
RE~EWEDANDRECOMMENDEDFORBOARDAcnON
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1302A-7/91
CONSIDER APPEAL OF KULCHIN-CONDON AND ASSOCIATES,
INC. OF STAFF DETERMINATION REGARDING PREQUALlFICATION;
ADOPT A RESOLUTION APPROVING AS PREQUALlFIED
MICROTUNNELlNG/PIPE JACKING CONTRACTORS FOR THE
PLEASANT HILL RELIEF INTERCEPTOR PROJECT, D.P. 4879
.................................................................................-.
.....111.'1111......11._.111.....
SUBJECT
PAGE 2
DATE
OF
10
August 13, 1993
Objective criteria for prequalification were established by Woodward-Clyde Consultants in
conjunction with District staff. A summary of these criteria are shown in Exhibit A. A notice
inviting prequalification submittals was published on June 14, 1993. A copy of the Notice
Inviting Submittals is attached as in Exhibit B. Twelve submittals were received and evaluated
by a team of Woodward-Clyde Consultants and District staff through an objective process.
Seven contractors were determined to be prequalified. The five contractors which staff does
not recommend as prequalified did not have experience with the specialized microtunneling/pipe
jacking equipment. A list of the contractors recommended as prequalified is contained in Exhibit
C. Those contractors not meeting the prequalification requirements were afforded an
opportunity to appeal the staff determination to the Board. Only Kulchin-Condon and Associates,
Inc. has so appealed (Exhibit D). The Board's determination that only certain contractors are
prequalified for the microtunneling/pipe jacking work is applicable to this project only and the
specific circumstances involved. It is not intended to reflect adversely upon the ability of
contractors not determined to be prequalified.
Kulchin-Condon and Associates, Inc.'s submittal was made in conjunction with Microtunneling,
Inc. After initial review, a letter was sent to Kulchin-Condon requesting additional
prequalification information (Exhibit E). Kulchin-Condon responded with additional information
by letter (Exhibit F).
Based on all of the information supplied, staff and its consultant Woodward Clyde Consultants
have concluded that Kulchin-Condon and Associates does not have sufficient qualifications to
meet the prequalification criteria. The prequalification process is based on a requirement that
contractors have experience, internal to their company, with the specialized equipment.
Kulchin-Condon and Associates is attempting to meet the experience requirements by including
in their submittal Microtunneling, Inc. a company which functions as a consultant on tunneling
projects, but is not a contractor. Kulchin-Condon and Associates does not have tunneling
experience. Therefore, Kulchin-Condon and Associates does. not meet the criteria for
prequalification.
District staff is concerned about whether Microtunneling, Inc. will obtain a contractor's license
(as they stated they will), the nature of the business relationship between Kulchin-Condon and
Associates and Microtunneling, Inc. and the authority and function of Microtunneling, Inc.'s
personnel on the job site. Staff has raised questions regarding these concerns to Kulchin-Condon
and Associates. Information obtained from the responses to these questions will be included in
staff's presentation at the Board meeting.
1302B-7/91
CONSIDER APPEAL OF KULCHIN-CONDON AND ASSOCIATES,
INC. OF STAFF DETERMINATION REGARDING PREOUALlFICATION;
ADOPT A RESOLUTION APPROVING AS PREOUALlFIED
MICROTUNNELlNG/PIPE JACKING CONTRACTORS FOR THE
PLEASANT HILL RELIEF INTERCEPTOR PROJECT, D.P. 4879
...............................................................................
...............................................................-..............-....
IIIIIIIIIII&M
SUBJECT
PAGE
DATE
3
OF
10
August 13, 1993
The issue before the Board is whether Kulchin-Condon and Associates in conjunction with
Microtunneling Inc. has met the criteria to be prequalified for the Pleasant Hill project. Kulchin-
Condon has been invited to present information pertinent to its appeal at the meeting of the
Board.
RECOMMENDATION: Determine whether Kulchin-Condon should be prequalified. Adopt a
Resolution approving as prequalified microtunneling/pipe jacking contractors for the Pleasant Hill
Relief Interceptor Project and authorize the President of the Board and Secretary of the District
to execute the Resolution.
13028-7/91
____._~_._.,..______._M._.'..._._..____~._..__ . . _. .__._.__...__.....~.,_.+_..".._.,..._.._.,______^_..__,.____..___..._._____,_~.________..",'_._..,_.._._'____..---.---,--...--..-.-----,-,-~----,..._-----,-----_.._----------
EXHIBIT A
SUMMARY OF PREQUALlFICA TION CRITERIA
Contractors must meet the following criteria:
. Successful completion of three tunneling projects in the last five years using
specialized microtunneling/pipe jacking equipment (pressurized face with a closed
face tunnel shield and positive, controllable face pressure).
. Successful completion of at least one project in geologic conditions similar to those
of the Pleasant Hill Project utilizing specialized microtunneling/pipe jacking
equipment and one project using one or more intermediate jacking stations.
. Tunneling experience of a project superintendent of at least ten years and of
microtunneling/pipe jacking machine operator(s) of at least five years. The
superintendent and operator(s) must have worked on at least two projects using
the specialized microtunneling/pipe jacking equipment required for this project.
. Provision of documentation from a bonding company certifying that the contractor
will have $3,000,000 in bonding capacity as of December 1, 1993.
. Demonstration of successful completion of all public works projects entered into
since June 1, 1990.
.,..,----_._---,-_._--_..__._-~~.,_..._---~.._-_._--------.-----.-....----..---
EXHIBIT B
NOTICE INVITING SUBMITTALS
MICROTUh~ELING/PIPE JACKING SUBCONTRACTOR PREOUALIFICATION
PLEASANT EILL RELIEF INTERCEPTOR PROJECT
DIETRICT PROJECT NO. 4879
CENTRAL CONTM COSTA SANITARY DISTRICT, MARTINEZ I CA
Notice is hereby given that sealed prequalification Submittals
for boring subcontractors will be received by mail or at the
receptionist area ot the Central Contra Costa Sanitary District
("DistrictU), 5019 Imhoff Place, Martinez, California 94553,
Attention: Secretary of the District, until 2 p.m. Pacitic Daylight
Savings Time, July 16, 1993. Three copies of the Sub4:littal are
required.
Construction of the Pleasant Hill Relief Interceptor Project
Phases 1. and 2 (.'Project") will involve the installation of about
2 , 0 0 0 feet 'of concrete piPe using. m icrotunne ling Ipipe jacking
r:ethods. The Project includes two 210' long drives with 7B" inside
diameter pipe and a 440' drive and an 1.,100' drive with 54" inside
diameter pipe. Due to constraints, access frODi the ground surface
is precluded along these drives, and no intermediate access shafts
will be allowed. It is anticipated that intermediate jacking.__
stations will be required for the two longer drive lengths. . The
current proj ect schedule is to advertise the proj ect in August,
1.993 , receive bids in September, 1.993,. and award the contract in
October, 1993. Approximately 1.3 lDonths will be allowed for
completion of the Project. .
Because of geologic conditions present at the site, the use of
pressurized face microtunneling/pipe jacking equipment employin<1
ei therearth pressure balance, pressurized slurry, or a cotiliination
of the two methods for the tunnels is required. The tunneling
equipment must. be a closed face tunnel shield with the capability
to exert a positive, controllable pressure at the tunnel face.
Line and grade is to be monitored using laser methods and
controlled '\.,'ithin + 1".
Because of the specialized nature of this work and the
specific anticipated site constraints, the District requires that
all microtunneling/pipe jacking subcontractors pregualify for this
proj ect. J.... list of pregualified subcontractors will be provided
\." i th the Eid DocUl!lents. The use of a non-prequalified
subcontractor ",'ill not be allowed. Subcontractors ....ishing to
pc.rticipate in the pregualification evaluation must co:;plete a
\.Titten Sub::ittal in accordance with the District's "Re::"uest for
sub~ittals" (lfRFSIf). -
1
ID/ Infra/487<: f!nvite. Sub
The RFS may be obtained at no cost from central Contra Costa
Sani tary District, 5019 Imhoff Place, Martinez, CA 94553,
Attention: Mr. Tad Pilecki. Subcontractors are requested to obtain
copies of the RFS in person. Written and telephone requests (510-
689-3890) will be honored, but timely delivery cannot be
guaranteed.
The District will review the Submittals and deternine which
subcontractors are pregualified. Each participating subcontractor
'-'ill be no~ified in \.Titing of the prequalification decision made
upon the st1bcontractor's Submittal.
Subcontractors should
exempt a subcontractor from
as licensing, prevailing
applicable laws and each
documents.
note th~t prequalifica,tion does not
meeting each requirement of law, such
wage, public work, and all other
requirement of the final contract
Dated: June 8, 1993
CENTRAL CONTRA COSTA SANITARY
. DISTRICT
2
IOIIn f raj 487S IInvite. Sub
EXHIBIT C
STAFF RECOMMENDATION OF PREQUALlFIED CONTRACTORS
BRH-Garver
Houston, Texas
Oscar Renda Contracting
Roanoke, Texas
Constructors-PAMCO
Seattle, Washington
Western utility Contractors
Pleasant Grove, Utah
E. E. Cruz and Co., Inc.
Holmdel, New Jersey
W & F and FKCI Partnership
Evansville, Indiana
Michels Pipeline Construction
Milwaukee, Wisconsin
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EXHIBIT D
I'~ KULCHIN · CONDON
~~ & ASSOCIATES INC.
ffillE~tenWIQ)
AUG 5 1993
CONT~ACTORS & ENGINEERS
CCCSD
SECRETARY OF 1'l'iE DlSTRICT
August 5, 1993
Ms. Joyce E. Murphy
Secretary of the District's Board of Directors
CENTRAL CONTRA COSTA SANITARY DI:STRICT
5019 Imhoff Place
Martine~, California 94553-4392
Reference: MICROTUNNELING/PIPE JACKING PREQUALIFlCATION
PLEASANT HILL RELIEF INTERCEPTOR PROJECT
D.P. 4819
Dear Ms. Murphy:
?Ie have received your letter of August 5, 1993 informing us that we
have not been prequalified for the above referenced project.
with respect to the rejectionl by the central Contra' Costa Sanitary
District, this is our official written request for appeal to the
District's Board of Directors and we request a h~~n9'
Sincf'eJ.y I ~ <----_
. /~~
//~m7S ohnson
~Vic President
JJ/ye
1640 Ef,,18t.J:-::AOERO. PD. BOX 12368, OAK1AI'\IO, CA 94604 . FAX (510J 534-3421 - TE. (510] 534.3400
5000 N. Pt-P',,:;v/AY Ck..ABASAS, _231, CAlABASAS. CA 91302 ' F~ (81B) 591-6780 . m (818) 591-6700
EXHIBIT E
Central Contra Costa Sanitary District
,.., (l}I:i:~~i:~lI_ _ ;r;\:4tI"" (IJ.m~... I'
July 29, 1993
ROGER J. DOUA
Cm(!T(l1 Htm4{Ji!T
Cllle( Engmur
Mr. James Johnson
Vice President
Kulchin-Condon & Associates, Inc.
P. O. Box 12368
Oakland CA 94604
1\E.\70N L ..lL\f
CouTUel (or the District
(5JI)J 938-J430
JOl.CE E. NllRPHl.
5<!creto'1l o( the District
Dear Mr. Johnson:
MICROTUNNElING/PIPE JACKING PREQUALlFICATION, PLEASANT HILL RELIEF
INTERCEPTOR PROJECT, D.P. 4879; REQUEST FOR ADDITIONAL INFORMATION
Thank you for submitting your pre qualification package to the District. The information
that you included in your submittal is deficient in the following areas.
1. The experience set forth by Microtunneling, Inc., is that of Chief Tunneling
Engineer, Project Manager and/or consultant and not that of a contractor.
This experience is not what was requested in the District's Request for
Submittals. The District's request was formulated to prequalify contractors
or subcontractors, not individuals or independent consultants.
.--
2. The substance of the submittal tends to indicate that Kulchin-Condon &
Associates, Inc., and Microtunneling, Inc., are jointly proposing to be
prequalified and yet no information was presented regar-ding the legal
relationship between the two companies. Information on the legal
relationship would assist the District in its evaluation of your submittal.
3. Kulchin-Condon & Associates, Inc., has not set forth sufficient experience
in microtunneling/pipe jacking to meet the criteria set forth in the District's
Request for Submittals.
If you have additional information which addresses the issues noted above, please FAX
it to the undersigned at (51 0) 228-4624 by noon Monday, August 2. Your prompt reply
is necessary for us to finsih our evaluation of your submittal.
Sincerely,
,-2 / A4
1:X~ "MCC;;
Infrastructure Division Manager
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~~ KULCHIN .. CONCON
..~ & ASSOCIATES INC.
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MICROTUNNELING~
INFRASTRUCTURE
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EXHIBIT F
August 2, 1993
Mr. Jay S. McCoy, R.E.
CENTRAL CONTRA COSTA SANITARY DISTRICT
5019 Imhoff Place
Martinez, California 94553
Reference: Microtunneling/Pipe Jacking Prequalification
Dear Mr. McCoy:
Per your request, the following is the additional information as
outlined in your letter of Ju~y 29, 1993.
1 . Microtunneling, Inc. will apply and obtain a contractors
license in the state of California.
:-
2 . Kulchin-Condon & Associates, Inc. and Microtunneling,
Inc. will bid the job as a joint venture.
3. The joint venture as listed above is relying on the
extensive experience of Microtunneling, Inc. to meet the
experience requirements.
Please call should you require additional information.
Sincerely,
JJ/ye
N & ASSOC., INC.
1840 EMBARCAr:ERO. PD. BOX 12368. OAKlAND. CA 94604 . FAX (510) 534-3421 . m (510) 534-3400