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CITY OF LODI
TO: City Council
FROM: City Manager
DATE: July 28, 1983
SUBJECT: Hutchins Street Improvements
Kettleman Lane to Rimby Avenue
COUNCIL COMMUNICATION
Project Data
npiroved in F.Y. Budget: 1982-83
fund- Transportation Development Act
Amount Budgeted: $60,000.00
Total Project Estimate: $60,000.00
Bid Opening Date: July 27, 1983
RECOMMENDED ACTION: That the City Council award the contract for the above
project to Pacific Asphalt Company and authorize the Public Works Director to
negotiate with the Contractor for the alternate which will result in the least
construction time.
B•iCKGROUND INFORMATION: This project includes reconstruction of the pavement,
widening on t e west side and partial replacement of curb, gutter, and sidewalk
on the east side.
Pians and specifications for this project were approved on July 6, 1983. The
City has received the following 4 bids for this project:
BIDDER LOCATION BID
Base & A Base & B
Pacific Asphalt, Inc. Stockton
Claude C. Wood Company .odi
Stanfield & Moody, Inc. Stockton
Granite Construction Company Stockton
Engineer's Estimate
A tabula ioMof the bids is at-tached.
JaL. Ronsko
Public Works Director
cc: Assistant Finance Director
$ 45.311,50
$ 45.314.50
$ 5.0,068.50
$ 48,863.50
$ 58,165.00
$ 56,475.00
$ 58,138.75
$ 57.328.75
$ 54,286.25 $ 53.531.25
JLR/RCP'
t'
APPROVED: FILE NO.
HENRY A. GLAVES, CityMona er
HUTCHINS
STREET
IMPROVEMENTS
Kettleman Lane to Rimby
Avenue
Tabulation of bids
received July
27, IV3
BASE d10
ENGINEER'S
ESTIMATE
PACIFIC ASPHALT INC.
ITEM
APPROXIMATE
Unit Total
Unit
Total
NO.
QUANTITY
DESCRIPTION
Price Price
Price
Prico
1.
1002
LS
Clearing and Grubbing
LS $
10,000.00
$ LS,
$ -6,620-.00
2.
14,700
SF
Compact Original Ground
$ .15
2,205.00
.10
19470.00
3.
4,080
SF
Concrete Subgrade Compaction
.20
816.00
.05
204'*'00
4.
432
LF
Vertical Curb and Gutter
9.00
3,888-00
11-50
4,968-.00
5.
133
LF
Commercial Type Gutter
10.00
1,330.00
4.00
532'000
6.
2,003
SF
Sidewalk
3.25
6.509-75
2.505,00730
7.
"5
SF
Commercial Driveway
3.50
2,327-50
2.60
1,729:00
8.
5
EA
Adjust Water Valve Frames
to Grade
250-00
1,250.00
100.00
500.00
9.
1
EA
Adjust Manhole Frames to Grade
300-00
300-00
150.00
150-00
10.
1001
LS
Traffic Signal Modification
LS
6,500-00
^ LS
-
5,000.00
BASE BID TOTAL
$
35,126.25
$26,180.50-.
ALTERNATE t.
1.
660
CY
Roadway Excavation
$ 8.00 $
5,280.00
$ 5.00
$ 3,300.00
2.
270
T
Aggregate base
12.00
3.240.00
15.00
4,050-00
3.
380
T
Asphalt Concrete
28.00
10,640000
31-00
11,780.00
SUB -TOTAL 'A"
$
19,160.00
$19,130.00
ALTERNATE
B
9
1.
580
CY
Roadway Excavation (F)
$ 8.50 $
41930.00
$ 6.80
$ 3, SM.00
A!"
2.
490
T
Asphalt Concrete
27-50
13,475-00
31-00
15,11904000
SUB -TOTAL "B"
$
18,405-00
TOTAL
BASE 010 t ALTERNATE "All
$54,286.25
$45.311-50'
TOTAL
BASE BIDS ALTERNATE "B"
$53,531.25
$45,314-50
. . . . . . . . . .
(F) denotes finst nay
quantity
*CLAUDE C. MOOD COMPANY
BASE BID
Item
Unit
Total
No.
Price
Price
1.
S 6,200.00
$ 6,200.00
2.
.14
2,058.00
3.
.60
2,448.00
4.
16.50
4,536.00
S.
11.00
1,463.00
6.
2.00
4,006.00
7.
2.50
1,662.50
8.
220.00
1,100.00
9.
350.00
350.00
10.
5,500.00
5,500.00
BASE 810 TOTAL $ 29,323.50
ALTERNATE A
STANFIELD 6 MOODY,
INC.
GRANITE
CONSTRUCTION COMPANY
BASE
BIO
BASE BID
Item
Unit
Total
Item
Unit
Total
No.
Price
Price
No.
Price
Price
1.
$ 2,400.00
$ 2,400.00
1.
$ 8,000.00
s 8,000.00
2.
.25
3,675.00
2..
.16
2,352.00.
3.
.25
1,020.00
3.
.35
1,428.00
4.
12.00
5,184.00
4.
10.00
4,320.00
5.
17.00
2,261.00
5.
14.00
1,862.00
6.
2.50
5,007.50
6.
2.25
4,506.75
7.
3.50
2,3211.50
7.
8.00
5,320.00
8.
200.00
1,000.00
8.
120.00
600.00
9.
350.00
350.00
9.
250.00
250.00
10.
7,000.00
7,000.'.x0
10.
6,500.06
6,500.00
$30,225.00
S35,1138.75 •.
1. $ 6.50 $ 4,290.00 1. $ 13.50 $ 8,910.00
2. 14.50 3,915.00 2. 17.00 4,590.00
3. 33.00 12,541.00 3. 38.00 14,440.00
ALT. A SUBTOTAL $20,745.00 $27,940.00
ALTERNATE 8
1. $ 7.50 $ 4,350.00
2. 31.00 15,190.00
1. $ 14.00 $ 8,120.00
2. 37.00 18,130.00
1. $ 7.00 $ 4,620.00
2. 16..00 4,320.00
3. 37.00 14,060.00
$23,000.00
11. $ 7.00 S 4,060.00
2. 37.00 18,130.00
ALT. B SUBTOTAL $ 19,540.00 $26,250.00 $22,190.00
TOTAL BASE 810 t A $ 50,068.50 $58,165.00 $58,138.75
TOTAL BASE BID s 8 $ 48,863.50 $56,475.00 $57,328.75
.
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