CC - Item 4D - Asphalt Concrete Overlay Acceptance of Work•
ROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUN IL
FROM: ANDREW C. LAZZARETTO, CITY MANAGER
DATE: OCTOBER 10, 2006
SUBJECT: ACCEPTANCE OF WORK FOR ASPHALT CONCRETE OVERLAY ON
VARIOUS CITY STREETS
SUMMARY
The referenced project has been constructed in conformance with the approved plans
and specifications.
Staff Recommendation
Staff recommends that the City Council accept the referenced project; authorize
recordation of the Notice of Completion by the City Clerk; and authorize release of the
10 percent retention payment 35 days after the recorded date of the Notice of
Completion.
ANALYSIS
Attached is the final report of project cost. The original contract (base bid) amount was
$316,344.20. The total amount to be paid to the contractor including quantity
adjustments and retention is $441,447.16. The increase in cost was due to the addition
of several streets to the project, made possible by the favorable base bid and available
budget.
FINANCIAL REVIEW
Funding for the asphalt concrete overlay was included in the FY 06-07 Budget utilizing
Gas Tax funds.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Submitted by:
Kell, ~4c"J; -A
Ken Rukavina, P.
City Engineer
Attachment A: Final Progress Paymen Report
APPROVED FOR CITY COUNCIL AGENDA:
CITY OF ROSEMEAD CONTRACT PROGRESS REPORT
Im- ~
Description:
Street Resurfacing on Various Streets
From: 6/27/2006
Report Number:
Final
To: 7/27/2006
Start Date:
05/03/06
Contractor:
All American Asphalt
Contract No.
Complete Date:
Not Complete
Address:
P.O. Box 2229, Corona, CA 9278767-2229
Job No. 15274/0802/06-150
Contract Price:
$ 316,344.20
ITEM
DESCRIPTION
UNIT
CONTRACT
QUANTITY
QUANTITY
THIS EST.
PREVIOUS
ESTIMATE
QUANTITY
TO DATE
UNIT
PRICE
TOTAL
CONTRACT
PRICE
1
Cold mill AC pavement uniform depth 0.75-inch.
S. F.
11,400.00
11,225.00
11,225.00
$0.28
3,143.
2
Cold mill AC pavement uniform depth 1.75-inches.
S. F.
4,830.00
4,860.00
4,860.00
$0.28
1,360.80
3
Cold mill AC pavement uniform depth 2.5-inches.
SF
2,420.00
2,450.00
2,450.00
$0.28
686.00
4
Cold mill AC pavement variable depth 0-inch to 1.5-inches.
S. F.
55,720.00
105,410.00
105,410.00
$0.28
29,514.80
5
Cold mill existing pavement variable depth .75-inch to 1.75-inches.
S. F.
8,070.00
7,800.00
7,800.00
$0.28
2,184.00
6
Asphalt rubber hot mix (ARHM).
TON
1,700.00
2,398.12
2,398.12
$103.00
247,006.36
7
Remove and construct 4-inch thick asphalt concrete over
compacted native.
S. F.
470.00
694.00
694.00
$8.90
6,176.60
8
Remove and construct 8-inch thick AC pavement over compacted
sub grade.
S. F.
4,270.00
4,939.00
4,939.00
$9.40
46,426.60
9
Remove and construct curb and gutter per APWA Standard Plan
No. 120-1 and to match existing.
L. F.
100.00
689.00
689.00
$36.00
24,804.00
10
Remove and construct curb only per APWA Standard Plan No. 120
1 and to match existing.
L. F.
230.00
301.00
301.00
$21.00
6,321.00
11
Remove and construct cross gutter per APWA Standard Plan No.
122-1.
S.F.
1,670.00
1,662.00
1,662.00
$15.60
25,927 20
12
Remove and construct curb ramp per APWA Standard Plan No.
111-2.
EA
1.00
1.00
1.00
$1,600.00
1,600.00
13
Remove and construct 4-inch thick PCC driveway approach per
APWA Standard Plan No. 110-1.
S.F.
2,380.00
2,548.00
2,548.00
$6.60
16,816.80
14
Remove and construct 4-inch thick asphalt concrete area behind
R/W or driveway.
S.F.
690.00
1,006.00
1,006.00
$5.00
5,030.00
15
Adjust manhole frame and cover to grade.
EA
19.00
28.00
28.00
$450.00
12,600.00
16
Adjust water valve frame and cover to grade.
EA
7.00
19.00
19.00
$150.00
2,850.00
17
Striping
L.S.
1.00
1.00
1.00
$4,000.00
4,000.00
18
Traffic loops, Type E
EA
8.00
8.00
8.00
$400.00
3,200.00
19
Project Sign.
EA
1.00
1.00
1.00
$1,800.00
1,800.00
TOTAL SCHEDULE
$ 441,447.16
PAGE 1
s CITY OF ROSEMEAD CONTRACT PROGRESS REPORT
~a..M
Description: Street Resurfacing on Various Streets
From:
&27/2006
Report Number:
Final
To:
7/27/2006
Start Date:
05/03/06
Contractor: All American Asphalt
Contract No.
Complete Date:
Not Complete
Address: P.O. Box 2229, Corona, CA 9278767-2229
Job No.
15274/0802/06-150
Contract Price:
$ 316,344.20
ITEM
DESCRIPTION
UNIT
CONTRACT
QUANTITY
QUANTITY
THIS EST.
PREVIOUS
ESTIMATE
QUANTITY
TO DATE
UNIT
PRICE
TOTAL
CONTRACT
PRICE
Total Construction To Date
$
441,447.16
Prepared By:
Date:
-S-7-0 O
Less 0% Retention
$
-
Total Due To Date
$
441,447.16
Check By:
Date:
Previous Payment
$
397,302.44
7 1
! /
Balance Due
$
44,144.72
Approved By: 1✓ 1 IV[ L-
ALL ALL AMERICAN ASPHALT
Approved By: A./"
fNf/A!s/
BY:jmk 811106
Date: -A / r
Approved By:
PAGE2