HomeMy WebLinkAboutAGENDA REPORT 2006 0315 CC REG ITEM 10CMOORPARK CITY COUNCIL
AGENDA REPORT
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TO: The Honorable City Council
FROM: Mary K. Lindley, Director of Parks, Recreation and Community
Services
DATE: March 3, 2006 (Meeting of March 15, 2006)
SUBJECT: Consider Award of Contract to Do Right Concrete for Design
and Construction for Installation of Playground Equipment at
Virginia Colony Park
SUMMARY
The City Council is being asked to approve the conceptual design for a concrete
walkway at Virginia Colony Park and to award a contract to Do Right Concrete,
Inc. to construct the project. The walkway will provide wheelchair accessibility to
the park's playground and swings. This is a design -build project; the City
developed the conceptual design and construction specifications (see
Attachment A) and the contractor is responsible for preparing construction plans
for a 5 foot wide, four -inch thick reinforced concrete walkway in accordance with
the Greenbook and in compliance with ADA accessibility standards.
DISCUSSION
On February 16, 2005, the City Council awarded a contract for the replacement
of playground equipment at Virginia Colony Park. The total budget for the project
was $60,000. At completion, the project cost was $47,635, leaving a project fund
balance of $12,365. With the adoption of the FY 2005/06 budget, the Council
approved carrying over the fund balance for the construction of a concrete
walkway at Virginia Colony Park.
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The Honorable City Council
March 15, 2006
Page 2
The City solicited bid proposals for the design and construction of the Virginia
Colony Park walkway. A total of five proposals were received.
Contractor Proposal Price
Do Right Concrete, Inc. $11,399
HH Construction $13,060
Malibu Pacific Tennis Courts, Inc. $19,250
Mendez Concrete, Inc. $34,267
Thomsen Landscape $60,150
The apparent low bidder is Do Right Concrete. Do Right's price proposal is within
the project's budget of $12,365. Staff has verified their contractor's license and
references and Do Right Concrete has submitted the necessary insurance and
bond forms. Therefore, staff recommends that the Council award a contract to Do
Right Concrete, Inc. at a cost not to exceed $11,399.
STAFF RECOMMENDATION
Approve the conceptual design and construction specifications for the walkway at
Virginia Colony Park and award a contract to Do Right Concrete, Inc. and
authorize the City Manager to sign said contract on behalf of the City.
Attachment: A- Conceptual Design and Construction Specifications for Virginia
Colony Park Walkway
MAMLindley\PARKS \Virginia Colony \VC Sidewalk design and construction award ccagda 3- 15- 06.doc 000029
ATTACHMENT A
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ATTACHMENT A CONTINUED
NOTES:
1. CONCRETE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL FROM THE
LOCAL AGENCY EXCEPT FOR EMERGENCY REPAIRS,
2. THE EXTENT OF REPAIR OF CONCRETE CUTS NOT SHOWN ON THIS STANDARD
OR OF CUTS MADE WITHIN 900 mm (3') OF EXISTING PATCHES, CRACKS OR
DETERIORATED SLABS SHALL BE DETERMINED BY THE LOCAL AGENCY.
3. ALL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF THE PAVEMENT
WHICH ARE PART OF THE REPLACED CONCRETE SHALL BE EDGED WITH AN EDGING
TOOL HAVING A RADIUS OF 5 mm (1/4 ").
4. REPLACED CONCRETE THAT JOINS A SAWED EDGE OF THE EXISTING PAVEMENT
SHALL NOT BE EDGED.
5. REPLACED CONCRETE SHALL BE FINISHED TO THE SAME SURFACE TEXTURE AS
THAT OF ADJACENT EXISTING CONCRETE.
6. ALL PAVEMENT REMOVALS SHALL BE MADE ON STRAIGHT LINE SAW CUTS A MINIMUM
OF 40 mm (1 -1/2 ") DEEP. IF CUT LINE IS LESS THAN 900 mm (3') FROM A CUT
LINE, EXPANSION JOINT OR EDGE, THE EXISTING PAVEMENT SHALL BE REMOVED TO
THE CUT LINES, EXPANSION JOINT OR EDGE OR AS DIRECTED BY THE ENGINEER.
7. DURING EXCAVATION AND SUBGRADE PREPARATION, THE CONTRACTOR SHALL TAKE
ALL NECESSARY STEPS TO INSURE THE PROTECTION OF ALL IMPROVEMENTS,
WHETHER PUBLIC OR PRIVATE, INCLUDING UTILITIES AND THEIR SERVICES,
FROM ANY DAMAGE THAT COULD OCCUR DUE TO CONTRACTOR'S OPERATION.
8. BACKFILL AND DENSIFICATION SHALL BE DONE IN CONFORMANCE WITH SUBSECTION
306 -1.3 OF THE STANDARD SPECIFICATIONS, EXCEPT AS FOLLOWS:
A) TRENCH BACKFILL SHALL BE DENSIFIED TO A MINIMUM 90 PERCENT
RELATIVE COMPACTION.
B) WHEN PAVEMENT IS TO PI ACED DIRECTLY ON SUBGRADE MATERIAL,
THE TOP 150 mm (6 ") OF SUBGRADE MATERIAL SHALL BE COMPACTED TO A
RELATIVE COMPACTION OF 95 PERCENT.
9. SAND SLURRY BACKFILL, 60 -E -1 (100 -E -100), MAY BE REQUIRED 8Y THE AGENCY.
10. TEMPORARY REPLACEMENT SHALL BE PLACED AT THE CONTRACTOR'S EXPENSE,
UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. IT SHALL BE PLACED LEVEL
WITH THE EXISTING PAVEMENT ON COMPACTED TRENCH BACKFILL AND SHALL
BE A MINIMUM OF 50 mm (2 ") THICK.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EOUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS
ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
I 57ANDARD PLAN
CONCRETE PAVEMENT REPLACEMEN132-1 METRIC
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