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CITY OF SAN BERARDINO - REQUEST ~~lCOUNCIL ACTION
.m.
ept:
ROGER G. HARDGRAVE
Approval of Change Order No. ONE -
Subject: Intercepting Sewer along Cable
Creek Channel, from Cajon Boule-
vard to Industrial Parkway
MAJICH BROTHERS, INC.
Public Works
Date: 7-06-90
Synopsis of Previous Council action:
June, 1988 --Allocation of $215,400, in the 1988/89 Sewer Line
Construction Fund Budget under Account No. 245-
365-57728, approved.
10-02-89 ----Plans approved and authorization granted to
advertise for bids, and supplemental funds in the
amount of $54,600 approved.
10-02-89 ----Negative Declaration adopted.
10-16-89 ----Resolution No. 89-410 adopted authorizing execution
of a Pipeline License with Santa Fe Railway Co.
11-20-89 Resolution No. 89-456 adopted awarding a contract
for the low bid price of $214,858.00.
-
Recommended motion:
That Change Order No. One to the contract with Majich Brothers,
Inc. for sanitary sewers in an Easement along Cable Creek
Channel, from Caj on Boulevard to Industrial Parkway, in
accordance with Plan No. 7822, be approved; to increase the
contract price by $31,032.42, from $214,858.00 to $245,890.42,
to compensate Contractor for standby time and miscellaneous
changes.
cc:
Shauna Edwins
Jim Penman
Andy Green
Supporting data attached:
Roqer G. Hardqrave
Staff Report
CCO U
Phone:
5025
Contact person:
Ward:
6
FUNDING REQUIREMENTS:
Amount: $31. 032.42
Source: (Acct. No.) 245-365-57728
Creek Channel,
.ouncil Notes:
(Acct. DescriPtion)
from Ca;on Blvd. to Industrial
Interceptinq Sewer along
WL:/
Cable
Finance:
7c".n"f;:'
Agenda Item No. /0
CITY OF SAN BERreRDINO - REQUEST .R COUNCIL ACTION
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-
.
75.0264
STAFF REPORT
Page 1 of 2
An easement was obtained from San Bernardino Steel for
construction, maintenance and operation of a sewer main along
Cable Creek Channel, from Cajon Boulevard to Industrial Parkway.
Steel had been stored in this easement, which precluded
installation of the sewer main.
San Bernardino Steel was notified to remove the steel
from the easement area, in order to allow the sewer main to be
installed. However, after repeated assurance by the President
of San Bernardino Steel that the steel would be removed from the
easement, the steel was still in place when the Contractor was
ready to begin work.
The Contractor was prevented from working for 26 working
days. During this time, his equipment was "standing by" on the
job site. The standard specifications provide that a Contractor
is entitled to costs incurred for equipment being on the job
site and not being able to work, due to circumstances beyond his
control. The costs for delays total $23,652.97.
In order to avoid having to remove the steel stored
within the easement, an alternate alignment was developed. This
alignment was within a driving aisle, which would allow the
sewer main to be installed without moving any steel. Based upon
representations by the President of San Bernardino Steel that an
easement for sewer would be granted, the Contractor was allowed
to commence installing sewer on the alternate alignment. This
action was taken in an effort to keep the delay costs to a
minimum.
After 362 feet of sewer main was installed on the
alternate alignment, notification was received from San
Bernardino Steel's parent company that the easement would not be
granted, and the President did not have the authority to give a
, commitment on granting of the easement. The costs incurred by
, the Contractor for placing this 362 feet of sewer is $16,471.00.
.
A recommendation has been submitted to the City
Attorney's office that legal action be taken to recover these
extra costs from San Bernardino Steel.
During construction, it was discovered that an
additional 28 feet of 18-inch sewer main was required to connect
to the existing line, over the estimated quantity included in
the contract documents. This additional length will be paid for
at the agreed on lump sum price of $895.67.
The plans and specifications directed that cold tar
epoxy coating be applied to the steel casing to be jacked under
the Santa Fe Railway. It was determined during construction
that this coating was not needed and could be deleted. Also,
that the actual quantity of steel casing required was 20 feet
less than the amount shown on the plans.
7-06-90
CITY OF SAN BERtaRDINO - REQUEST AR COUNCIL ACTION
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STAFF REPORT
Page 2 of 2
Extensive rock deposits were encountered during the
jacking operation. The diameter of the casing was reduced from
36-inch to 30-inch for 85 feet of the length installed, in order
to facilitate the jacking operation. A total credit of
$9,987.22 was realized from deleting the coating, reduced length
and reduction in diameter.
Shoring was required for the 362 feet of sewer main
installed in the proposed alternate alignment. Bid Item No.2,
"Trench Shoring," will be increased by the lump sum price of
$905.00 to compensate the Contractor for this extra work.
The total estimated project cost included an amount of
$35,642.00 for contingencies, which can be used to finance the
cost for this change order. We recommend that Contract Change
Order No. One be approved.
~
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7-06-90
75-0264
Project:
Sanitary sewe.in Easement from
Cajon Bou1eva to Industrial Parkway
File No.:
o
3.14-12 ----
Plan No.: 7822
Date: June 18. 1990
e
ENGINEERING DIVISION
DEPARTMENT OF PUBLIC WORKS
CITY OF SAN BERNARDINO
CONTRACT CHANGE ORDER NO. ONE
To: Majich Brothers. Inc.
1300 N. Catalina Avenue
Pasadena, CA 91104
Gentlemen:
You are hereby authorized and directed to perform the following extra work items
according to the cost determination methods listed:
Equipment standby time for right of way delay for the period
1-17-90 thru 2-5-90 (Time and Material basis)................. $ 12,928.30
1.
2.
3.
~ 4.
5.
6.
Install 362 L.F. 12" sewer main along alternate course within
San Bernardino Steel Yard (unit bid price - Item No.6)....... $ 15,566.00
Equipment standby time for right-of-way delay for the period
2-7-90 thru 2-22-90 (Time and Material basis).................
Delete coal tar coating from casing (agreed price)............
Delete 20 L.F.. 36", steel casing (bid price)..................
Install 85 L.F. of ao" steel casing in lieu of 36" steel
casi ng (agreed pri ce) .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
7. Additional trench shoring for Item No.2......................
8. Tie in 18" sewer, additional 28 L.F...........................
Total Extra Work Cost added to Contract................................
Previous Contract Price................................................
Amended Cost Pri ce.. " .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
$ 10,724.67
$ (4,150.35)
$ (4,988.571
$ (848.30)
$ 905.00
$ 895.67
$ 31,032.42
$ 214,858.00
$ 245,890.42
Additional time to complete Contract due to Change Order........... 42 Working Days
Accepted
By:
CONTRACTOR
CITY OF SAN BERNARDINO
Approved
By:
Roger G. Hardgrave Date
Director of Public Works/City Engineer
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