CC - Item 4M - Asphalt Concrete OverlayS
•
ROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: OLIVER C. CHI, CITY MANAGER
Submitted by:
DATE: DECEMBER 11, 2007
SUBJECT: ASPHALT CONCRETE OVERLAY FY 2007-08
SUMMARY
The referenced project has been constructed in conformance with the approved plans
and specifications and is ready for acceptance of work.
Staff Recommendation
Staff recommends that the City Council accept the above referenced project, authorize
the recordation of the Notice of Completion by the City Clerk; and authorize the 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
$404,000. The total amount to be paid to the contractor including quantity adjustments
and retention is $386,550.90. The decrease in cost was primarily due to reduced
quantities of cold milling and R&R.
FINANCIAL REVIEW
Funding for the street resurfacing was included in the current fiscal year budget utilizing
Traffic Congestion Relief (TCR) funds. Funding for the park maintenance yard access
road was included in the current fiscal year budget utilizing General Funds.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
_J e Wa gr -
City E * eer
Bria Saeki
Assistant City Manager
Attachment A: al Progress Payment Report
APPROVED FOR CITY COUNCIL AGENDA: •
Description:
Contractor:
Address:
CITY OF ROSEMEAD
CONTRACT PROGRESS REPORT
Street resurfacing on various streets
From:
9118/2007
Report Number:
Final
FY 2007-2008
To:
9121/2007
Start Date:
08106/07
Hardy & Harper
Contract No.
0
Complete Date:
09/21/07
1312 E. Warner, Santa Ana, CA 92705
Job No.
16391/0802/06-150
Contract Price: $
404,000.00
TOTAL
CONTRACT
QUANTITY
PREVIOUS
QUANTITY
UNIT
CONTRACT
ITEM
DESCRIPTION
UNIT
QUANTITY
THIS EST.
ESTIMATE
TO DATE
PRICE
PRICE
1
Cold mill AC pavement variable depth 0-inch to 1.75-inches.
SF
74,100.00
73,010.00
73,010.00
$0.23
16,792.3
2
Cold mill AC pavement uniform depth 1.5 inches.
SF
23,500.00
16,854.00
16,854.00
$0.40
6,741.60
3
Cold mill AC pavement variable depth 1 inch to 1.75 inches.
SF
800.00
0.00
0.00
$0.40
0.00
4
Cold mill 3-feet wide 1-inch depth on edge of maintenance road.
SF
2,900.00
3,036.00
3,036.00
$1.50
4,554.00
5
Cold mill 3-feet wide 1.5-inch depth in park where shown on plan.
SF
700.00
0.00
0.00
$2.00
0.00
6
Crackfilling.
LF
11,100.00
10,223.00
10,223.00
$0.50
5,111.50
7
Asphalt Rubber Hot Mix (ARHM).
TON
2,430.00
2,326.55
2,326.55
$95.00
221,022.25
Remove existing AC pavement before cold milling and construct 3-
SF
1,760.00
0.00
0.00
$5.00
0.00
8
inch thick AC pavement over compacted su rade.
Remove 4-inch thick AC and AB or existing AC thickness,
whichever is greater before cold milling, and construct 4-inch thick
SF
640.00
3,260.00
3,260.00
$6.00
19,560.00
9
AC avement or depth of removal over compacted sub grade.
Remove and construct 8-inch thick AC pavement over compacted
SF
4,300.00
2,698.00
2,698.00
$7.00
18,886.00
10
sub grade.
Remove and construct curb and gutter per SPPWC Std. Plan No.
LF
140.00
243.00
243.00
$62.00
15,066.00
11
120-1 and match existing.
Remove and construct curb per SPPWC Std. Plan No. 120-1 and
LF
80.00
85.00
85.00
$50.00
4,250.00
12
match existing.
Remove and construct cross gutter per SPPWC Std. Plan No. 122-
SF
1,600.00
1,347.00
1,347.00
$14.75
19,868.25
13
1.
Remove and construct curb ramp per SPPWC Std. 111-3, and
Detail 'A" including retaining curb, curb, portion of gutter, and 6-
EA
2.00
2.00
2.00
$4,500.00
9,000.00
14
inch thick CAB.
Remove and construct 4-inch thick PCC driveway approach per
SF
1
190.00
1
394.00
1,394.00
$9.00
12,546.00
15
SPPWC Std. Plan No. 110-1, per Plan.
,
,
Remove and construct 4-inch thick AC area behind right-of-way or
SF
780.00
720.00
720.00
$6.00
4,320.00
16
driveway.
Remove and construct 4-inch PCC sidewalk over compacted
SF
250.00
774.00
774.00
$9.00
6,966.00
17
native.
18
Remove and reestablish roll gate.
EA
1.00
1.00
1.00
$2,000.00
2,000.00
19
Furnish and install 2-inch by 4-inch Douglas fir treated header.
LF
1,560.00
1,008.00
1,008.00
$5.00
5,040.00
20
Adjust manhole frame and cover to grade.
EA
22.00
22.00
22.00
$350.00
7,700.00
21
Adjust water meter box lid and cover to grade.
EA
2.00
1.00
1.00
$425.00
425.00
10
0
PAGE 1
Description:
Contractor:
Address:
CITY OF ROSEMEAD
CONTRACT PROGRESS REPORT
Street resurfacing on various streets
From:
9/18/2007
Report Number:
Final
FY 2007-2008
To:
9/2112007
Start Date:
08/06/07
Hardy & Harper
Contract No.
0
Complete Date:
09/21/07
1312 E. Warner, Santa Ana, CA 92705
Job No.
16391/0802/06-150
Contract Price: $
404,000.00
ITEM
DESCRIPTION
UNIT
CONTRACT
QUANTITY
QUANTITY
THIS EST.
PREVIOUS
ESTIMATE
QUANTITY
TO DATE
UNIT
PRICE
TOTAL
CONTRACT
PRICE
22
Temporary relocation of bleachers.
LS
1.00
0.00
0.00
$4,000.00
0.0
23
Striping.
LS
1.00
1.00
1.00
$4,277.00
4,277.00
24
Project sign.
EA
4.00
4.00
4.00
$700.00
2,800.00
Over time inspection
HRLY
3.00
3.00
100
($125.00)
-375.00
TOTAL SCHEDULE
$ 386,650.90
Total Construction To Date
$ 386,550.90
Prepared By: / / j Date:y' -z
41 :~Le-
Less 0% Retention
$ -
Total Due To Date
$ 386,550.90
Check By: Date:
Previous Payment
$ 347,895.81
Balance Due
$ 38,655.09
Approved By: -Z-~
HARDY & HARPER
Approved By: /Z~~ 111~~
TY OF ROSEMEAD
BE:jmk 9/21107
0
Date: /V-6- v
Date: fir' O1 •
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