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CITY OF SAN BERNARDINO
Fig No. 6,50-11
- REQUEST FOR COUNC
~
From:
"EC'D -ADMII, Off.
ROGER G, HARDGRAVE 1\' . Subject: Approval & Acceptance of Work --
1 \6 ~ 9' S\Installation of Expansion Joint
Public Works/Engineering ~8 ~~ Replacements in Three-Level
Parking Structure, per Plan No.
June 10, 1987 6968 ---80NADIMAN-McCAIN, INC,
Oept:
Oats:
Synopsis of Previous Council action:
02-03-86 -- Authorization granted to have plans prepared, with
necessary supplemental funding to be identified after
bids received,
07-07-86 -- Resolution No, 86-284 adopted awarding a contract to
Bonadiman-McCain, Inc. for the low bid price of $23,655.00,
Recommended motion:
That the work performed by the Contractor, in accordance with Plan
No. 6968, be approved and accepted; and that final payment be
authorized at the expiration of the lien period.
cc: Ray Schweitzer
Warren Knudson
Wayne Overstreet
-{As1:'~
Contact penon:
Supportlnll data attached:
Jon Roberts
Phone:
'in'i
Staff Report
Ward:
1
FUNDING REQUIREMENTS:
Amount: $1,847,60
Source: (ACCT. NO.) 001- 323-56318
(ACCT. DESCRIPTION) Central City Mall Parki.ng
Structure
Finance:
,
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Council Notel:
Anp.nrlA Itpm t\ln
9.
c~ OF SAN BERNARlO4o - REQU~T FOR COUNCIL AWlON
STAFF REPORT
The work done under this contract was satisfactorily completed
as of June 8, 1987.
The project consisted of removing and replacing approximately
420 lineal feet of expansion joints on the 3-level parking
structure. The specifications detailed a custom extrusion
aluminum expansion joint, designed by Roy F, Kroll & Associates,
Inc., the project architect.
During construction, it was found that about 200 lineal feet of
expansion jOint could not be installed, due to excessive move-
ment and differential settlement of the adjoining parking struc-
ture concrete slabs,
The Contractor has installed 220 lineal feet of expansion joint,
and delivered the remaining 200 feet of aluminum jOint material
to the Public Buildings Division. This material will be used to
replace expansion joints that fail, where the adjoining slabs
are sufficiently in alignment.
The contract was awarded for the low bid price of $23,655.00,
The actual final contract price is $18,476.00, the sum of
$12,540.00 for the installed joints and $5,936.00 for delivered
joint material,
Staff is presently working on solutions to the remaining joint
problems. A test material will be installed in the next few
days, It is expected that this material will provide a suitable
joint in the areas of extreme slab differential. Should the
material prove effective the remaining sections of joint will
be replaced by either another contract or by City forces.
We recommend that the project be accepted and that final
payment be authorized at the expiration of the lien period.
6-10-87
'. ,
75-0264.