HomeMy WebLinkAboutAGENDA REPORT 1996 0605 CC REG ITEM 07DAGENDA REPORT
C = TY O F MOORPARK
TO: The Honorable City Council
FROM: Kenneth C. Gilbert, Director of Public Works
DATE: May 21, 1996 (CC Meeting: 6 -5 -96)
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SUBJECT: Consider Bids for the Widening of Moorpark Avenue to
Facilitate Right Turn Traffic from Moorpark Avenue to
Poindexter Avenue
On April 3, 1996, the City
specifications for the subject
advertise for receipt of bids.
A. General Description
Council approved the plans and
project and authorized staff to
The subject project provides the relocation of the curb. and
gutter on the west side of Moorpark Avenue north of Poindexter
Avenue to increase the width of the existing southbound lane to
facilitate south -to -west right turn traffic.
B. Design
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The project design calls for moving the curb and gutter on the
west side of Moorpark Avenue westerly approximately four feet
(41), from the beginning of the curb radius on Poindexter
Avenue to a point approximately one hundred eighty feet (1801)
north of the intersection. The relocation of the curb will
require the relocation of a traffic signal pole and certain
utility vaults at this corner. The width of the sidewalk will
be reduced from approximately nine feet ( 9' ) to five feet (51).
The location of the back of the sidewalk will remain unchanged,
as will the three feet ( 3' ) wide dirt area between the sidewalk
and the building. The plans and specifications will include the
recently issued Caltrans Permit for this work.
Subsequent to the construction of the project, the width of the
existing southbound lane just north of the intersection will be
increased from fifteen feet (151) to approximately nineteen
feet (191). This wider travel lane will make it easier for
south -to -west right turn traffic to turn right on a red light
when southbound through traffic is staged at the intersection.
006094
x 6 -33
Poindexter Right Turn Lane
May 1996
Page 2
C. Bid Results
The City advertised for the receipt of bids for the subject
project. Bids were to be received and opened on May 6, 1996.
No bids were received.
The above described publication and advertisement for receipt
of bids fulfilled the City's obligations, as prescribed by the
Public Contracts Code, for duly noticing public works
construction projects. Accordingly, staff solicited from a
selected list of local contractors, sealed bids for the subject
work, in accordance with informal bidding procedures.
The informal bid notice stated that sealed bids would be
accepted prior to 2:00 p.m. Monday, May 20, 1996. Four bids
were received. A summary of the bids is set forth in Exhibit 1.
The amount of the apparent low bid is $19,909.25. The
Engineer's Estimate is $18,402.00
D. Oualifications
It has been determined that the apparent low bidder, J &H
Engineering, Inc., is qualified to perform the work. Said
bidder has confirmed their bid and their desire to proceed with
the construction of the project.
E. Schedule
Construction should begin before July and be completed by
August. The construction of this project will not interfere
with the construction of the Moorpark Avenue Storm Drain.
F. Fiscal Impact
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1. Cost Estimate: A preliminary estimate of the total project
costs is as follows:
Estimated
Element Cost ($)
• Design 4,000
• Printing, Advertising, etc. 100
• Construction 19,909
• Construction Contingency (10 %) 1,991
• Admin & Inspection 2,000
Total 28,000
2. Budget: The currently approved budget for the subject
project is as follows: Account # 027 - 142 - 903 -0420: $30,000.
000095
Poindexter Right Turn Lane
May 1996
Page 3
Staff recommends that the City Council take the following actions:
1. Award a contract to J &H Engineering, Inc. in the amount of
$19,909.25 for the construction of the subject project.
2. Approve a contingency in the amount of ten percent (10 %) of the
bid and authorize the City Manager to approve additional work,
if required, for an amount not to exceed said amount.
3. Authorize the City Manager to sign necessary contract
documents.
pndx.nwd OpO()9s
05/20/96
Page 1
City of Moorpark
Bid Result: 05-20-96
Engineer's Est.
VENDOR I
VENDOR 2
VENDOR 3
j & H Engineer
R & H Paving, Inc.
CNM Paving, Inc,
79 Daily Drive
1497 Los Angeles Ave.
251 OG Las Posas
Rd. #449
Poindexter Avenue Right Turn Lane
Camarillo, CA
93010
Saticoy, CA 93004
Camarillo, CA 93010
.............
. ......
(805) 987-8414
(805) 647-3286
(805) 389-1475
- ---------- - . .... --
----- ---- -
ITEM DESCRIP.
. . ... .......
Qty
- ----- -- - - - ------- ........
Units
Unit $
Total Bid
Unit $
..........
Total Bid
- -....
Unit $ Total Bid
Unit $
Total Bid
I Clearing & Grubbing
I
LS
$4,000.00
$4,000.00
$2,500.00
$2,500.00
$4,900.00 $4,900.00
$18,900.00
$18,900.00
Inc. all R & R
2 Pro. Misc. Base
1335
SF
$1.00
$1,335.00
$1.05
$1,401.75
$2.30 $3,070.50
$1.70
$2,269.50
9" Thick
3 Asphalt Concrete
805
SF
$2.00
$1,610.00
$4.00
$3,220.00
$3.90 $3,139.50
$2.82
$2,270.10
5" Thick
4 6" PCC Curb
212
LF
$16.00
$3,392.00
$12.00
$2,544.00
$15.75 $3,339.00
'$14.50
$3,074.00
24" PCC Gutter
5 4" Thick PCC S/W
1046
SF
$4.00
$4,184.00
$3.75
$3,922.50
$3.25 $3,399.50
$2.50
$2,615.00
Inc. H/C Ramps
6 6" Thick PCC
110
SF
$8.00
$880.00
$7.00
$770.00
$4.85 $533.50
$5.50
$605.00
Driveway
7 Traffic Control &
I
LS
$2,000.00
$2,000.00
$5,500.00
$5,500.00
$2,500.00 $2,500.00
$1,400,00
$1,400.00
Constr. Signing
8 Caftrans Permit
I
LS
$1,000.00
$1,000-00
$50.00
$50.00
$1,250.00 $1,250.00
$1.000.00
$1,000.00
9 Release
I
LS
$1.00
$1.00
$1.00
$1.00
$1.00 $1.00
$1.00
$1.00
TOTAL
$18,402.00
$19,909.25
$22,133.00
$32,134.60
00609 7
O5/20/96
Page 2
CAy of Moorpark
Bid Results: 05-20-96
Engineet's Est.
VENDOR 4
VENDOR 5
VENDOR 6
Gansek Construction
20661 KesWck Street
Poindexter Avenue Right Turn Lane
Canoga Park, CA 91306
'RI 8) 592-6656
ITEM DESCRIP.
Qty
Units
Unit $
Total Bid
Unit $ Total Bid
I Clearing & Grubbing
I
LS
$4,000.00
$4,000.00
$3,000.00 $3,000.00
9" Thick
3 Asphalt Concrete
805
SF
$2.00
$1,610.00
$5.00 $4,025.00
5" Thick
24" PCC Gutter
Inc. H/C Ramps
Driveway
7 Traffic Control &
I
LS
$2,000.00
$2,000.00
$65,000.00 $65,000.00
Constr. Signing
8 Caltrans Permit
I
LS
$1,000.00
$1,000.00
$400.00 $400.00
TOTAL $18,402.00 $88.598.00 $0.00