HomeMy WebLinkAboutAgenda Report - August 17, 1983 (59)01"emury - century Salas Park Parka - - -
n8 f Lot":
BIMER BID
Granite Construction $252,259.10
Frsnk Ferrira Paving $255,726.79
Claude C. Wood Co. $261,865.80
Teichert Construction $278,506.60
The breakdown of the project costs is as follows
Parking Lot
Construction (incl. Cont±agencies) $ 96,000
Plans (Consultant) 3,000
Inspection and engineering (City) 4,000
$ 103,000
Off-site %brk
Construction (incl. contingencies) $ 169,000
Street a storm Drain $ 122,000••
Vkter* $ 24,000
Sewer* $ 23,000
Electrical System $ 10,000
Pians (consultant) 4,000
Inspection and engineering (City) 8,000
* eligible for reimbursement agreement (50$)$ 191,000
•• $18,000 is for street work on the east
side of Stockton Street
SALAS PARK Following recommendation of the City Manager, Council
PARKIN$ U)r adopted Resolution No. 83-87 awarding the contract for the
02?nVLT AWARDED heretofore listed project to Granite Construction Ooqpwjy in
the amount of $252,259.10 and appropriated the required`
RBS. ND. 93-87 funds for the total project.
(� CITY OF LODI
l
TO: - City Council
FROM: City Manager
DATE: August 11, 1983
SUBJECT: STOCKTON STREET IMPROVEMENTS
1000' S/Century - Century
SALAS PARK PARKING LOT
COUNCIL COMMUNICATION
Project Data
Approved in F.Y. Budget: --
Fund: --
Amount Budgeted: --
Total Proj�:ct Estimate: $ 294,000
Bid Opening Date: Aug. 10, 1983
RECOMMENDED ACTION: That the City Council award the contract for the above
project to Granite Construction Company in the amount of $252,259.10 and
appropriate the required funds for the total project.
BACKGROUND INFORMATION: Plans and specifications for this project were
approve on July 7,7983. The City has received the following 4 bids
for this project:
BIDDER
LOCATION
BID
Granite Constructf'on Company
Stockton
$
252,259.1`0
Frank Ferrara Paving
Sacramento
$
255,j726. 9
Claude C. wood Company
Lodi
$
261,865.
Telchert Construction
Stockton
$
278,506.60
The breakdown of the project costs is as follows:
Parking Lot
Construction (Incl. contingencies) $ 96,000
Plans (consultant) 3,000
Inspection and engineering (City) 4,000
S 103,000
Off-site Work
Construction (incl. contingencies) $ 169,000
Street b Storm Drain $ 122,000**
Water* $ 24,000
Sewer* $ 23,000
Electrical System $ 10,000
Plans (consultant) 4,000
Inspection and engineering (City) 8,000
* eligible for reimbursement agreement (50%) $ 191,000
** $18,000 is for street work on the east side
of Stockton Street
i
APPROVED: FILE 40.
N A.� E C tY Hager
q�"
ff'/ D.
City Council ,
August 11, 1983
Page Z
The offsite and-electrical-work on Stockton Street �s.g,Ms$ter`Orain Fund
expense (treating the City as a developer). However„ t`he street work on
thW'eatt-slde of Stockton Street will be charged to one of the street
funds.
The .total project wi11«..be,funded using:COR or Revenue Sharing Funds for
the -Parking-Lot and Ma`ster•Drain,and Street Funds for `Zhe offsICe.work.
A tabulation 94 the bids is. attached.:
Jack; L. Ronsko
Pub)'ic Works Dtrector
Attachment
JLR:RCP:dmw
E
STOCKTON STREET IMPROVEMENTS
.1000' S/Century boulevard to Century boulevard
SALAS PARK PARKING LOT
Tabulation of bids received August 10, 1982
ENGINEER'S
SCHEDULE A ESTIMATE
ITEM APPROXIMATE unit Total
00. QL"TITV DESCRIPTION Price Price
1. 2,530 CY Roadway Excavation (F) $ 3.00 s 7,590.00
2.
43.530
SF
3.
2.580
SF
4.
645
SF
S.
7.320
SF
6.
625
LF
7•
562
LF
8.
100
LF
9.
10.
11.
12.
13.
14.
15.
16.
17-
18.
19.
• 20.
21.
22.
23.
24.
25.
26.
27.
LS
2 EA
2 EA
51 LF
1.067 LF
i EA
I EA
1 EA
1 EA
155 LF
989 LF
4 EA
2 EA
2 EA
40 LF
15 LF
483 LF
471 LF
1 EA
Compact Original Ground
Aggregate base Cl. 11 (.800.)
Asphalt Concrete Type b (.201)
Concrete Subgrade Compaction
Vertical Curb. Gutter t Sidewalk
Curb t Gutter
Commercial Type Curb, Gutter t
Driveway
Joint Trench
Street Lights (Single Mast)
Street Lights (Double Mast)
6" water
12" Vater
6" Valve
12" Valve
blowoff
Fire Hydrant (Rich Ranger /960)
12" Storm brain
15" Storm Drain
Side inlet Catch basin
Drop Inlet Catch basin
48" Manhole
6" Sanitary Sewer
8" Sanitary Sewer
12" Sanitary Sewer
1516 Sanitary Sewer
Sanitary Sewer Manhole
(F) denotes final pay gwntity
TOTAL SCHEDULE A
SCHEDULE b
1.
3.200
CV
Excavation (F)
2.
63,480
SF
Ce poct Original Ground
3.
16553
T
Aggregate base C1 1i (.331)
4.
800
T
Asphalt Concrete Type b (.171)
S.
825
SF
i*, Vide Sidewelk
6.
2.066
LF
611 Concrete Curb
7•
7
EA
Parking Lot Lights ( Post Top
Luminaires)
8.
$10
LF
121' Storm brain
S.
4
EA
Drop Inlet Catch basins
10.
159
LF
6" Sanitary Sewer
11.
1
EA
Clean-out
12.
Lump Sum
L.b►dscape Sprinkler System
TOTAL SCHEDULE b
TOTAL BASE bio (SCHEDULES A t b)
(F) denotes final pay quantity
.08
11.00
31.00
.O5
14.50
7.00
. 16.00
1.800.00
1,000.00
1.300.00
7.30
22.00
245.00
900.00
250.00
1.350.00
10.50
15.00
S70.00
400.00
1,000.00
7.50
12.00
16.00
18.50
1,000.00
3;08
11.00
31.00
2.00
2.00
1.000.00
10.50
400.00
7.50
100.00
2,200.00
3.482.40
28.380.00
19.995.00
366.00
9.062.50
3:914:0o
1.600.00
1.800.00
2.000.00
2.600.00
372.30
23.474.00
245.00
900.00
250.00
1.350.00
1.627.50
14.825.00
2.260.00
800.00
2,000.00
300.00
180.00
7.728.00
8.713.50
1.000.00
146,865.20
9.600.00
5.078.40
17.072.00
24.900.00
1,640.00
4,132.00
7.000.00
5.355.00
1,600.00
1,192.50
100.00
2.200.00
$ 79.769.90
$226.635.10
_�L
GMHITE CONSTP K T10N COMPANY
SCHEDULE A
21.600.00
Itee
unit
Total
Ho.
Price
Price
1.
S 4.60
S 11,635:00
. :..
.12
5.223.60
3.
11.00
28.330.00
4.
29.00
18.70S.Oo
5.
.20
1.464.00
6.
12.00
7.500.00
7.
9.00
S.Os3.00
1.
24.00
2,400.00
9.
3.000.00
3,000.00
10.
1.250.00
2.s0D.0o
11.
1.450.00
2.900.00
12.
161.00
714.00
13.
16.00
19.206.00
14.
400.00
400.00
Is.
700.00
700.00
16.
200.00
200.00
17.
I.S00.00
1.500.00
is.
11:00
1.705.00
19.
19.25
19.035.25
20.
800.00
3.200.00
21.
650.00
13.000.00
22.
1.500.00
3.000.00
23.
II.50
460.00
24.
11.00
210.00
25•
18.00
8.694.00
26.
23.25
10.950.75
27.
1.300.00
1.300.00
TOTAL SCHEDULE A
$161.,346.60
SCHEDULE 8
t.
S 2.23
S 7.200.00
2
DO
S. 078.40
1t o0
1 7 , 0 n 00
3-
4.
27400
21.600.00
S.
1.70
1,394.00
6.
4.10
16.734.00
7.
1.000.00
7.000.00
t.
IS.50
7.905.00
9.
600. DO
2.400.00
10.
11.50
1.420.50
11.
200.00
200.00
12.
2.500.00
2.500.00
TOTAL SCHEDULE 3 $90.912.50
FERR1 M PAYING, INC.
SCHEDULE A
6.976.00
Its"
Unit
Total
NO.
Price
Price
1.
S 3.79
S 9.583.70
2.
.12
5.523.60
is
I0.S2
27.141.60
7.
34.50
22.252..0
S.
.35
2.562.00
6.
18.92
11.825.00
7.
11.10
6.233.20
S.
22.00
2.200.00
S.
3.100.00
3.100.00
10.
1.771.84
3.543.63
if.
2.121.23
4.242.56
12.
10.08
S14.08
13.
19.04
20.315.68
14.
336.00
336.00
is.
723.00
729.00
16.
420.00
420.00
17.
1.568.00
i.S63.00
i1.
ISM
2.4)0.40
19.
19.04
18.830.56
20.
721.00
2.912.00
21.
672.00
1.344.00
22.
1.120.00
2.240.00
23•
12.32
492 so
24.
14.56
213.40
2S.
17.92
1.65.5.36
26.
21.28
10.022.33
21.
1,120.00
1,120.00
TOTAL SCHEDULE A $170.366.00
SCHEDULE 8
1.
S 2.18 $
6.976.00
2.
.06
3.803.80
3.
10:52
16.327.04
4.
34.35
27.480.00
S.
2.01
1,648.20
6.
3.04
6.230.64
7.
1.3S1.84
91.462.88
8.
12.32
6,283.20
9.
673.00
I'm .00
lo.
10.03
1.102.72
t •
234.00
224,.06
12•
2.S73.31
2.579.31
TOTAL SCHEDULE 8 115.)60.79
CLAUDE C. ►1000 MANY
SCHEDULE A
Item
Unit
Total
lb.
Price
Price
1.
S 4.00
S 10.120.00
2.
.10
4.353.00
3.
9.00
23.220.00
4.
27.00
17.415.00
S.
.30
2.196.00
6.
17.00
10.62S.00
7.
9.50
S.339.00
8.
22.00
- 2.200.00
9.
4.400.00
4.400.00
10.
1.300.00
2.600.00
11.
1.500.00
3.000.00
12.
$.Do
403.00
13.
22.00
23.474.00
14.
400.00
400.00
15.
700.00
700.00
16.
625.00
625.00
17.
1.125.00
1.12S.00
Is.
28.00
4.340.00
19.
25.00
24.725.00
20.
$50.00
2.200.03
21.
560.00
1.120.00
22.
1.200.00
2.400.00
23.
21.00
840.00
24.
22.00
330.03
25.
27.00
13.041.00
26.
)0•00
14,130.03
27.
1,)00.00
1.300-00
TOTAL SCHEDULE A $176.626.00
SCHEDULE
1.
S 2.00 S
6,400.00
:.
.11
6.932.80
1.
11.00
17.07=.00
i.
28.00
22.400.00
3.
1.75
/.435.00
is
4.00
4,2".00
7.
1.2SO.00
8,)90.00
8.
12.00
6,120.00
9.
42j,00
1.700.00
10.
24.00
3,416.00
11.
.300.00
300.00
12.
2,000,00
2.000.00
TOTAL SCHEDULE 8 !35.239.80
TEICHERT CONSTRVCTION
SCHEDULE A
stew
Unit
Total
NO.
Price
►rice
1.
5 2.00
IS 5.060.00
2.
.20
8.7".00
3.
10.00
25.800.00
4,
29.00
18.705_00
S.
.26
1.903.20
6.
1$.00
9.37S.00
7.
11.00
6.182.00
t.
15.00
1.500.00
9.
1.400.00
5.400.00
10.
I.SOo.00
3,000.00
If.
1.700.00
3.400.00
12.
11.00
561.00
13.
21.00
22.407.00
14.
230.00
230.00
15.
500,00
500.00
16.
400.00
400.00
17.
1.300.00
1.300.00
18.
16.00
2.480:00
19.
25.00
24.72S.00
20
600.00
2.400.00
21.
520.00
1.040.00
22.
1.300.00
2.600.00
23.
40.00
1.600.00
24,
u.Do
660:00
23.
26.00
12.558.00
26.
31.00
14.601.00
27.
1.400.00
1.400.00
TOTAL SCHEOULE A $176,493.20
SCHEDULE 8
1.
S 4.10
$13,120.00
2.
.19
12.061.20
3.
10.00
15.52040
4.
30.00
24.000.00
S•
2.00
1.640.00
6.
3.70
7.644.20
7•
1.200.00
8.400.00
8.
12.00
61120.00
f.
520.00
2.080.00
10.
32.00
$1088.00
11.
540.00
140.00
12.
31800.00
3.400.00
TOTAL SCHE011LE 5 SIO0.013.40
TOTAL MSE 919 (SCHEOMtS A 6 4) TOTAL USE 810 (SCHEOMES A c t) TOTAL BASE 110 (SCREDULES A 6 8) TOTAL MSE 810 (SCHEDULES A E 8)
1252.259.10 S255.726.79 5261."S.80 6278.506.60