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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: William Woolard, Interim Director
Dept: Development Services
Subject: Authorization to execute Change
Order No. One to contract with David T.
Wasden, Inc. for Storm Drain Improvements
In "E" Street From 4'" Street To 5'" Street
and Pavement Rehabilitation From 4'h
Street To 6'h Street.
MCC Date: 12/04/2000
Date: November 20, 2000
File No, 4.7207
Synopsis of Previons Conncil Action:
07/10100 Allocation of $50,000 for pavement rehabilitation at HE" Street (Account No. 129-367-
5504-7192), and $200,000 for storm drain improvement at HE" Street from 4'h to 5'h Streets
(Account No. 248-368-5504-7207) in 2000101 Capital Improvement Program budget.
10/02109 Adopted Resolution awarding contract to David T. Wasden, Inc. in the amount of
$178,798.50 for Construction of Storm Drain improvements on HE" Street from 4'h to 5th Streets,
and pavement rehabilitation on HE" Street from 4'" to 6'h Streets
Recommended Motion:
That the Mayor and Common Council Approve Contract Change Order No. One in the amount
of $7,452.34 to the contract with David T. Wasden, Inc. for Storm Drain Improvements In
"E" Street From 4'" Street To 5'" Street and Pavement Rehabilitation From 4'" Street To 6'"
Street.
, Jir, ~
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William Woolard
Contact person: Michael Grubbs Sf. Civil Engineer
Phone:
5179
Supporting data attached:
Staff Report, T & M Reports
Ward:
1
FUNDING REQUIREMENTS:
Amount:
$ 7,452.34
Source: (Acct. No.) 248-368-5504-7207 & 129-367-5504-7192
Acct. Description: "E" Street Pavcmcnt Rchab.; Storm drain
improvements at "E" SL; and Street resurfacing
i1n.\llntn\lln .,rp..,
Finance:
Council Notes
J ~ J#jJJJl
Agenda Item No, I J.j
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Authorization to execute Change Order No. One, in the amount of $7,452.34, to contract with
David T. Wasden, Inc. for storm drain improvements in "E" Street from 4'h Street to 5'" Street
and pavement rehabilitation from 4'" Street to 6'" Street.
Backl!round:
On May 15, 2000, the Mayor and Common Council awarded a contract to David T. Wasden,
Inc. in the amount of $178,798.50 for storm drain improvements in "E" Street from 4'" Street
to 5'" Street and pavement rehabilitation from 4'" Street to 6'" Street.
During construction, subsurface conditions were encountered which were significantly different
from the conditions shown on the plans. Under Section 3-4 "Changed Conditions" of the
Standard Specifications, the contractor is allowed to recover additional costs due to
"subsurface or latent physical conditions differing materially from those represented in the
contract. "
The changes are described as follows:
Description of Change Cost
Item 1: Additional pot holing on October 16, 2000, to locate
Southern California Edison conduit, General Telephone conduit
and a gas line in 5th Street that were not shown on plans. Also, $2,813.66
additional investigative pot holing of new tie-in location on "E"
Street as directed bv the Endneer.
Item 2: Additional pot-holing on October 17, 2000, to investigate $1,560.23
Pacific Bell conduit bank at the proposed new tie-in location.
Item 3: Additional pot holing of sewer main and fiber optics duct
cluster in "E" Street on October 18, 2000. $2,186.98
Item 4: Delay cost due to breakage of unmarked water line at
Station 21 +00 in "E" Street on October 19, 2000. $ 891.47
TOTAL CHANGE ORDER COST $7,452.34
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JUSTIFICATION:
ITEM 1:
1. A bank of General Telephone conduit, a bank of Southern California Edison conduit, and a
Southern California Gas line, which were not shown on plans, were found to exist on the
north side of 5" Street. These existing utilities were found as a result of the Underground
Service Alert (USA) call-out. The contract specification requires the contractor to pothole
utilities shown on plans; however, these utilities were not identified on plans and had to be
pot holed as a change order. It was essential that the contractor pothole these utilities prior
to start of pipe laying to insure there would be no conflict with the proposed storm drain.
2. While excavating for the outlet into a catch basin on the west side of "E" Street
immediately north of 4" Street, it was discovered that a bank of Pacific Bell Telephone
conduits would conflict with the proposed alignment of the storm drain. There was no way
to clear the telephone conduits so the connection point was moved to a deeper catch basin
immediately downstream. In order to assure that the storm drain could be installed under
the conduit bank it was necessary to pothole the conduit so that sufficient clearance could
be confirmed. It was determined that clearance was inadequate for the specified 24-inch
diameter reinforced concrete pipe (RCP); however, sufficient clearance was available for
two 18-inch diameter pipes. Therefore, the contractor was directed to substitute two 18-
inch diameter pipes in place of one 24-inch pipe.
ITEM 2:
This was a continuation, on October 17, 2000, of the pot holing started on October 16, 2000.
The additional pot holing was necessary to fully expose the conduit banks so that City
Surveyors could measure the available clearance for the proposed storm drainpipe.
ITEM 3:
After start up of construction, it was determined that a cluster of fiber optic ducts crossing at
Station 15+03 in "E" Street would conflict with the proposed location of the storm drain. It
was necessary to have the contractor perform pot holing of the cluster of fiber optics ducts and
a sewer main at Station 11 + 95 to provide survey data needed to re-design the storm drain
grade so as to clear the sewer and the cluster of fiber optic ducts. The pot holing was
performed on a Time and Material basis in accordance with Section 3-3 "Extra Work" of the
Standard Specifications.
ITEM 4:
While excavating for the 24-inch storm drain in "E" Street at approximate Station 21 +00, the
contractor broke a 'j,-inch diameter water line that was not marked in the field or shown on
plans. The line was abandoned but was still live where it crossed the contractor's trench.
Consequently, the contractor's excavation was flooded and the storm drainpipe, which had
been mortared a few hours earlier, was flooded, damaging the mortar.
The contractor had to muck out the trench so that a Water Department crew could repair the
broken line. The contractor also had to re-mortar the pipe joints.
Additional time to complete Contract due to Change Order--O Workinl! Davs
All work on this project was completed and accepted on November 17, 2000. Although not
yet finalized, we anticipate a second and final change order which, together with Change Order
No. One, will result in a net increase in the contract of approximately $33,000, which takes
into account credit for items which were reduced in quantity or deleted entirely. The
additional costs associated with the up coming change order are primarily related to greater
depths in the storm drain and structures than envisioned due to conflicts with existing utility
lines that were prohibitively expensive to relocate. This amount will likely exceed the
approved contingency amount of $26,881.50. We anticipate bringing Change Order No. Two
before the City Council at its meeting of 12/18/2000.
Approval of Change Order No. One will allow timely payment to the contractor for additional
work above and beyond the requirements of the original contract which resulted from changed
conditions at the job site. Despite the changed condition, the contractor, working with Public
Works staff, was able to complete the project on the accelerated schedule prior to the holidays.
Financial ImDact:
Sufficient funds are available for this change order from the amount originally authorized in
Account Nos. 248-368-5504-7207 (Storm drain improvements at "E" Street - $149,105), 129-
367-5504-7192 (Pavement rehab at "E" Street - $50,000), and CDBG 99-0039 (Street
resurfacing downtown $51,395).
Recommendation:
That the Mayor and Common Council authorize execution of Change Order No. One, in the
amount of $7,452.34, to contract with David T. Wasden, Inc. for storm drain improvements in
"E" Street from 4" Street to 5" Street and pavement rehabilitation from 4" Street to 6" Street.
DAVID T. WASDEN. INC~ ere ' REPORT No,,~~
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