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CITY OF LODI
PUBLIC WORKS DEPARTMENT
TO: City Council
FROM: City Manager
DATE- July 9, 1981
SUBJECT: Church Street Improvements
COUNCIL COMMUNICATION
RECOMMENDED ACTION: That the City Council award the bid for CHURCH STREET
IMPROVEMENTS, Lockeford Street to Turner Road to Teichert Construction Co.,
Inc., the low bidder, in the amount of $277.373.60 (Alt. 8).
BACKGROUND INFORMATION: Plans and specifications for this project were ap-
proved by t e City Count11 on June 17, )981. Bids were opened on Wednesday,
July 8, 1981, and the following three bids were received:
The Alternates were for different types of pavement construction; ''A'' - Standard
construction asphalt concrete and aggregate base over compacted subgrade;
"B" - Full depth asphalt concrete over compacted subgrade; "C" - Asphalt concrete
over cement treated soil. Alternates ''B" and ''C" do not require as deep an
excavation as "A" and were requested due to existing shallow utilities.
A tabulation of the bids has also been attached.
c L. Ronsko
P is Works Director
Attachment
JLR/eeh
APPROVED:
. GLAVES, City Manager
FILE NO.
Bid
Bid
Bid
Bidder
Location
Alt. A
(At t. B
Ai t. C
Teichert Const. Co. Inc.
Stockton
$282,685.60
$277.373.60
$279.358.50
C.C. Wood Co. Inc.
Lodi
$284,220.85
$296.04-8.35
$303,850.25
Granite Const. Co. Inc.
Stockton
$311.100.00
$303,042.00
$310,697.50
Engineer's Estimate
$324.955.00
$344,336.00
5-334.139.00
The Alternates were for different types of pavement construction; ''A'' - Standard
construction asphalt concrete and aggregate base over compacted subgrade;
"B" - Full depth asphalt concrete over compacted subgrade; "C" - Asphalt concrete
over cement treated soil. Alternates ''B" and ''C" do not require as deep an
excavation as "A" and were requested due to existing shallow utilities.
A tabulation of the bids has also been attached.
c L. Ronsko
P is Works Director
Attachment
JLR/eeh
APPROVED:
. GLAVES, City Manager
FILE NO.
CHURCH
STREET IMPROVEMENTS
Lockeford Street to
Turner Road
Tabulation of bids received July 8, 1981
BASE SID
ENGINEER'S
ESTIMATE
ITEM
APPROXIMATE
Unit
Total
NO.
UA�r.r, :T.Y...,.
DESCRIPTION
Price
Price
1.
LS
Clearing and Grubbing
$ 13,200.00
2.
29,050 SF
Concrete Subgrade Compaction
$ 0.30
8,715.00
3•
3►628 LF
Vertical Curb & Gutter
9.50
34,466.00
4.
17►545 SF
Sidewalk & Residential
Driveway
2.25
39,476.25
5.
298 LF
Commercial Curb & Gutter
10.75
3,203.50
6.
1,690 SF
Commercial Driveway
3.00
5,070.00
7.
8 EA
Street Sign Post
140.00
1,12,0.00
8.
8.
22 EA
Adjust Manhole Frame &
Cover
250.00
5,500.00
9.
34 EA
Adjust Water Valve Frame & Cover
150.00
5,100.00
10.
74 LF
18" Storm Drain
45.00
3,330.00
11.
28 LF
15" Storm Drain
43.00
1,204.00
12.
560 LF
12" Storm Drain
40.00
22,400.00
13.
2 EA
48" Manhole
1000.00
2,000.00
14.
17 EA
Side Inlet Catch Basin
650.00
sli,050.00
15.
LS
Street Light System
7000-.00
7,000.00
16.
LS
Excavation Safety
2000.00
2,000.00
BASE
B I D TOTAL
$164,834-75
PAVING
ALTERNATE A
PAVING
ALTERNATE B
ITEM
APPROXIMATE
Unit
Total
ITEM
APPROXIMATE
Unit Total
140.
QUANTITY
DESCRIPTION Price
Price
NO.
QUANTITY DESCRIPTION
Price Price
1.
5,060 CY
Roadway $ 5.00
$ 25,300.00
1.
2,250 CY Roadway
$4.75 $ 10,687.50
Excavation
Excavation(F)
2.
123,320 SF
Compact Origi- 0.15
18,498.00
2.
123,320 SF Compact Orig-
0.20 24,664.00
nal Ground @ 90%
inal Ground
3-
2,890 T
Aggregate Base 9.75
28,177.50
95%
4.
2,890 T
Asphalt Concrete 30.50
88,145.00
3.
4,805 T Asphalt Con-
30.00 144,150.00
ALTERNATE A SUBTOTAL
160,120.50
crete
ALTERNATE B SUBTOTAL
$179►501.50
PAVING
ALTERNATE C
1.
1,310 CY
Roadway Ex- $ 4.75
$ 6,222.50
cavation (F)
a
TOTAL BASE BID & ALTERNATE
A $324,955.25
2.
129,750 SF
Cement Treated 0.25
32,437.50
11
TOTAL BASE BID & ALTERNATE
8 $344,336.25
Subgrade
3.
283 T
Portland Cement 120.00
33,960.00
Ili
TOTAL BASE BID & ALTERNATE
C $334►139.75
4.
3,170 T
Asphalt Concrete 30.50
26,685.00
ALTERNATE C SUBTOTAL
$169,305-00
(F) denotes Final Pay Quantity
TEICHERT CONSTRUCTION
GRANITE
CONSTRUCTION.CO.
CLAUDE
C. WOOD CO.BASE
'
91D
ALTERNATE B
BASE BID
7.50
$ 16,875.00
BASE BID
$ 3.00
Item
Unit
Total
Item
Unit.
Total
Item
Unit
Total
N0.
Price
Price
No.
Price
Price
No.
Price
Price
1.
$23,000.00
$ 23,000.00
1.
$25,293.00
$ 25,293.00
1.
$24,000.00`
$ 24,000.00
2.
0.22
6,391.00
2.
0.25
7,262.50
2.
0.25
7,262:50
3.
7.50
27,210.00
3.
8.50
30,83`8.00
3.
8.00
29,024.00
4.
1.50
26,317:5.0
4.
1.50
26,317.50
4.
1.85
32,458.25
5.
7.50
2,235.00
5.
8.00
2,384.00
5.
9.00
2,682.00
6.
2.30
3,887.00
6.
2.00
3,380.00
6.
2.25
3.802.50
7.
140.00
1,120.00
7.
50.00
640.00
7.
100.00
800.00
8.
350.00
7,700.00
8.
350.00
7,700.00
8.
370.00
8,140.00
9.
175.00
5,950.00
9.
250.00
8,500.00
9.
185.00
6,290 00
10.
26.00
1,924.00
10.
24.00
1,776.00
10.
28.00
2,07:)0
11.
25.00
700.00
11.
20.00
560.00
H.
28.00
784:00
12.
23.00
12,880.00
12.
16.00
8,9.60.00
12.
24.00
13,440.00
13.
1,500.00
3,000.00
13.
900.00
1,800.00
13.
1,000.00
2,000.00
14.
420.00
7,140.00
14.
500.00
8,500.00
14.
450.00
7,650.00
15.
7,000.00
7,000.00
15.
6,564.00
6,564.00
15.
7,000.00
7,000.00
16.
300.00
300.00
16.
2,500.00
��2►500,00
16.
500.00
500.00
BASE
BID TOTAL
$136,754.50
BASE
BID TOTAL
5142,975.00
BASE
BID TOTAL
$ +7,905.25
PAVING ALTERNATE A
1. $ 7.50 $ 37,950.00
2. 0.08 9,865.60
3. 9.75 28,177.50
4. 24.20 69,938-00
ALT. A SUBTOTAL $145,931-10`
PAVING ALTERNATE A
1 .10 S 38,962.00
2. 0.15 18,498.00
3. 10.50 30,345.00
4. 28.00 8�0_1920�.00
ALT. A SUBTOTAL $16d,725-00
25.00
PAVING ALTERNATE A
I. S 5.00
2. 0.08
3• 9.50
4. 25.50
ALT. A SUBTOTAL
$ 25,300.00
9,865.60
27,455.00
73,695.00
$136 315.60-
PAVING
ALTERNATE B
PAVING
ALTERNATE B
PAVING
ALTERNATE B
.
7.50
$ 16,875.00
1.
$ 3.00
S 18,000.00
1.
$ 7.00
S 15,7 00
2.
0.08
9,865.60
2.
0.10
12,332.00
2.
0.08
9,8.Y'S0
3.
23.70
113,878.50
3.
27.00
129,735-00
3.
25.50
122 527.50
ALT.
B SUBTOTAL
$140,619.10
ALT.
B SUBTOTAL
$160,067-00
ALT.
B SUBTOTAL
$148',143.-10
PAVING
ALTERNATE C
PAVING
ALTERNATE C
PAVING
ALTERNATE C
.00
$ 10,480.00
1.
$ 5.60
11,790.00
1.
$ .00
$ 10,480.00
2.
0.24
31,140.00
2.
- 0.29
37,627.50
2.
0.28
36,330-00 11
3.
88.00
24,go4.00
3.
110.00
31,130.00
3.
100.00
28,300.001
4.
24.00
76.,088.0..0000
4.
27.50
87,175-00
1
4,
25.50
80,835.00
ALT.
C SUBTOTAL
$142,604..00
ALT.
C SUBTOTAL
7,722.50
ALT.
C SUBTOTAL
$155,945.001
1 TOTAL BASE
BID S ALT A
$282,685.60
1 TOTAL BASE
BID & ALT A
$311,700.00
I TOTAL BASE
BID S ALT A
$284,220.85
11 TOTAL BASE
BID S ALT B
$277,373.60 it
TOTAL BASE
BID S ALT B
$303,042.00
tl TOTAL BASE
BID S ALT B
5296,048.351
111 TOTAL BASE
BID 8 ALT C
5279,358.50 III
TOTAL BASE
d10 S ALT C
$310,697.50
III TOTAL BASE
BID S ALT C
$303,850.251
RESOLUTION NO. 81-90
AWARD - CONTRACT FOR CHURCH STREET IMPROVEMENTS?
LOCKEFORD STREET TO TURNER ROAD, LODI
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
July 8, 1981 at 11:00 a.m. for the Contract for Church Street
Improvements, Lockeford Street to Turner Road, as described
in the specifications therefor approved by the City Council
June 17, 1981; and
WHEREAS, said bids have been compared, checked, and
tabulated and a report thereof filed with the City Manager as
follows:
BIDDER
Teichert Construction Co., Inc.
C.C. Wood Co., Inc.
Granite Construction Co.,Inc.
Bid did Bid
(Alt. A) (Alt. B) (Alt. C)
$282,685.60 $277,373.60 $279,358.50
$284,220.85 $296,048.35 $303,850.25
$311,700.00 $303,042.00 $310,697.50
WHEREAS, the City Manager recommends that award be mads
to the low bidder, Teichert Construction Co., Inc.
NOW, THEREFORE, BE IT RESOLVED by the City Council of
the City of Lodi that award of contract for Church Street
Improvements, Lockeford Street to Turner Road be and the same
is hereby made to Teichert Construction Co., Inc., the low bidder,
in the amount of $277,373.60 (Alt. B).
Dated: July 15, 1981
I hereby certify that Resolution No. 81-90 was passed
and adopted by the City Council of the City of Lodi
in a regular meeting held July 15, 1981 by the follow-
ing vote:
Ayes: Councilmen - Murphy, Hughes, Pinkerton, Katnich
and McCarty
Noes: Councilmen - None
Absent: Councilmen None
ALICE M. REI CHE
City Clerk
81-90