HomeMy WebLinkAboutResolutions - No. 82-62RESOLUTION NO. 82--62
AWARD - LOCKEFORD STREET IMPROVEMENTS, HAM LANE
TO CALIFORNIA STREET
WHEREAS, in answer to notice duly published in
accordance with law and the order of this City Council; sealed
bids were received and publicly opened by the City Clerk of this
City on June 30, 1982 at.11:00 a.m. for the contract for
Lockeford Street Improvements, Ham Lane to California Street
as described in the specifications therefor approved by the
City Council June 16, 1982; and
WHEREAS, said bids have been compared, checked,
and tabulated and a report thereof filed with the City Manager
as follows:
BIDDER BID, BASE BID & ALTERNATE
A B
Claude C. Wood Co.,Inc. $208,019 $211,519
Granite Construction Co. $216,130 $210,971
Teichert Construction Co. $234,446 $233,218
WHEREAS, the City Manager recommends that award be
made to the low bidder, Claude C. Wood Company, Inc.
NOW,THEREFORE, BE IT RESOLVED by the City Council of
the City of Lodi that award of contract for Lockeford Street
Improvements, Ham Lane to California Street be and the same is
hereby made to Claude C. Wood Company, Inc. the low bidder,
in the amount of $208,019.00.
Dated: July 7, 1982
I hereby certify that Resolution No. 82-62 was passed
and adopted by the City Council of the City of Lodi
in a regular meeting held July 7, 1982 by the
following vote:
Ayes: Council=Members - Snider, Olson, Pinkerton,
Murphy and Reid
Noes: Council Members - None
Absent: Council Members -- None
q&V \k - &MEL
ALICE M., REIMCHE
City Clerk
82-62
E-
Lur.ritrUY%U blKttt IMPROVEMENTS
Ham Lane to CaiiForni Street
Tabulatio:,� of bids received ,lune 30, 1982
BASE
BID
ENGINEER'S
ESTIMATE
ITEM
APPROXIMATE
UNIT
TOTAL
NO.
QUANTITY
DESCRIPTION
PRICE
PRICE
1.
LS
Clearing and Grubbing
$ LS
$ 20,271.00
2.
100,840
SF
Compact Original Ground
0.10
10,084.00
3.
12,100
SF
Concrete Subgrade Compaction
0.25
3,025.00
4.
2,300
LF
Residential Curb and Gutter
8.50
19,550.00
5.
240
LF
Commercial Gutter
3.00
2,160.00
6.
5,400
SF
Sidewalk, Residential Drive
and Wheelchair Ramp
2.00
.10,800.00
7.
1,180
SF
Commercial Driveway
2.50
2,950.00
8.
265
LF
12 -inch Storm Drain
30.00
7,950.00
9.
7
EA
Side Inlet Catch Basin
450.00
3,150-00
10.
19
EA
Adjust Water Halve Frames
and Covers
200.00
3,800.00
li.
18
EA
Adjust Manhole Frames and Covers
400.00
7,200.00
12.
LS
Traffic Signal Underground Instal-
lation
3,000.00
3,000.00
13•
LS
Excavation Safety
LS
1,000.00
BASE BID
TOTAL
$ 94,940.00
ALTERNATE A
ENGINEER'S
ESTIMATE
ITEM
APPROXIMATE
UNIT
TOTAL
N0.
QUANTITY
DESCRIPTION
PRICE
PRICE
-- 1.
4,320
CY
Roadway Excavation (F)
$ 8.00
$ 34,560.00
2.
2,400
Ton
Aggregate Base
10-00
24,000.00
3•
2,500
Ton
Asphalt Concrete
25,00
62,500.00
ITEM APPROXIMATE
NO. QUANTITY
I . 3,700 CY
2. 3,700 Ton
ALTERNATE "A" SUBTOTAL
DESCRIPTION
Roadway Excavation (F)
Asphalt Concrete
ENGINEER'S
ESTIMATE
$-121,060.00
UNIT TOTAL
PRICE PRICE
No Engineer's Estimate
No Engineer's Estimate
BASE BID
CLAUDE C.
WOOD
"-GRANITE
TEICHERT
COMPANY,
INC.
CONSTRUCTION
CONSTRUCTION
.
UNIT
TOTAL
UNIT
TOTAL
UNIT
TOTAL
PRICE
PRICE
PRICE
PRICE
PRICE
PRICE
1.
$ LS
$ 18,000.00
$ LS
$ 12.649:00
$ LS
$ 20,100.00
2.
0.10
10,084.00
0.20
20,168.00
0.15
15,126.00
3.
0.50
6,o5o.00
0.45
5,445.00
0.43
5,203.00
4.
8.50
19,550.00
7.50
17,250.00
10.70
24,61o.00
5.
8.50
2,o4o.00
7.50
1,800.00
10.70
2,568.00
6.
1.55
8,370.00
1.80
9,720.00
2.10
11,340.00
7.
2.75
3,245.00
2.50
2,950.00
3.20
3,776.00
8.
4o.0o
1o,600.00
20.00
5,300.00
32.00
8,480.00
9.
550.00
3,850.00
1,500.00
10,500.00
430.00
3,010.00
10.
220.00
4,180.00
130.00
2,470.00
165.00
3,135.00
11.
350.00
6,300.00
220.00
3,96o.00
460.00
8,280.00
12.
6,200.00
6,200.00
6,500.00
6,500.00
6,500.00
6,500.00
13,
200.00
200.00
1.00
1.00
100.00
100.00
BASE
BID TOTAL
$ 98,669.00
$ 98,713.00
$112,228.00
ALTERNATE A
I.
$ 5.00
$ 21,600.00
$ 6.50
$ 28,o80.00
$ 7.90
$ 34,128.00
2.
10.00
24,000.00
10.88
26,112.00
10.35
24,840.00
3•
25.50
63,750.00
25.29
63,225.00
25.30
63,250.00
-ALTERNATE
A SUBTOTAL
$109,350.00
$117,417,00
$122,218.00
ALTERNATE 8
1.
$ 5.25
$ 19,425.00
$ 6.47
$ 23,754.00
$ 8.00
$ 29,600.00
2.
25.25
93,425.00
23.92
88,504.00
24.70
91,390.00
ALTERNATE
B SUBTOTAL
$112,850.00
$112,258.00
$120,990.00
(F) denotes final pay quantitay
TOTAL
BASE BID + ALT
A $208,019.00
$216,130.00
$234,446.00
TOTAL
BASE BID'+ ALT
B $211,519.00
$210,971.00
$233,218.00