HomeMy WebLinkAboutAGENDA REPORT 1995 0621 CC REG ITEM 08KITEM! 9"K*
AGENDA REPORT
C Z TY OF MOCURPARK
TO: The Honorable City Council
FROM: Kenneth C. Gilbert, Director of Public Works
DATE: June 9, 1995 (Council Meeting 6- 21 -95)
90ORPARK. CAUFCr?N"
CItY Courc l Meettrg _
If 199
"
l
SUBJECT: Consider Bids for the 1991► Street Reconstruction Project
••
On April 19, 1995, the City Council approved the plans for the
subject project and authorized staff to advertise for receipt of
bids.
DISCUSSION
A. Project Scope.
This project calls for the rehabilitation of the following
streets:
• Poindexter Avenue between Moorpark Avenue and Gabbert Road;
• Everett Street between Moorpark Avenue and Magnolia Avenue;
• Magnolia Avenue between Everett Street and Charles Street;
• Bard Street between High Street and Charles Street; and,
• Walnut Street between High Street and Everett Street.
B. Project Detailed Description
1. Poindexter Avenue
a. A/C Pavement: The design for Poindexter Avenue calls for
the complete reconstruction of the pavement in certain
areas and the construction of an asphalt overlay in other
areas, based on existing street conditions.
b. Right -of -Way: It will be necessary to acquire street
right -of -way on the south side of the street at three
locations in order to construct full -width street
improvements for the entire length of the street. In that
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Street Reconstruction Project
June 1995
Page 2
it will not be possible to acquire all of the required
right -of -way at this time, it will be necessary to
construct interim improvements at certain locations. A
summary of those efforts is as follows:
• Gisler -- Staff anticipates that this right -of -way
will be acquired within the next few weeks and that
full width street improvements will be constructed at
this location.
• Spencer -- Interim improvements will be constructed
at this location in that right -of -way acquisition must
be deferred.
• West America -- Staff is working with the developer
to both obtain the required right -of -way and to come to
an agreement enabling the City's contractor to
construct street improvements at this location at the
cost of the developer. In the event an agreement is
not reached, the project will exclude full -width street
improvements at this location. Should an agreement be
reached, the project wii.l include pavement, curb and
gutter constructed at its ultimate location. A
temporary asphalt curb may be constructed at the
location where the developer intends to construct a new
street to extend southerly from Poindexter Avenue.
All of the possible changes to the scope of work which may
result from these right -of -way acquisition efforts, can be
accommodated by field changes to the project design and
adjustments to the quantities for applicable pay items.
c. Sidewalks: New sidewalks will be constructed on the south
side of the street between Chaparral School and Sierra
Avenue, and at those locations in the vicinity of Tech
Circle where no sidewalks iri -ow exist.
d. Curb and Gutter: New c °urb and gutter will also be
constructed on the south side of the street between
Chaparral School and Sierra Avenue and other areas to the
west where none now exist
e. Bike Lanes: The pavement width and striping design will
allow for the placement of Bike Lanes on both sides of the
street for the entire length of Poindexter Avenue. Bike
lanes will be installed only in that area east of Sierra
Avenue as a part of the construction of the project. The
striping of Bike Lanes west of Sierra Avenue will not be
done until all of the street right -of -way is acquired and
street improvements construe, -ted,
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Street Reconstruction Project
June 1995
Page 3
2. Walnut Street: The design for Walnut Street calls for the
complete removal and reconstruction of pavement, curbs,
gutters and sidewalks, including new catch basins near High
Street. That portion of the street south of Charles Street
will be wide enough to accommodate angled parking. Also, in
accordance with City Council direction, the existing mature
trees at the southwest corner of Walnut street and Charles
Street will be preserved.
3. Bard Street: The design for Bard Street also calls for the
complete removal and reconstruction of pavement, curbs,
gutters and sidewalks, as well as the extension of a storm
drain from High Street northerly to two new catch basins to
be constructed approximately two hundred feet ( 200' ) north of
High Street. In addition, in accordance with City Council
direction, by means of a field change to the project design,
the parkway on the east side of the street will be deleted
and the sidewalk: will be constructed adjacent to the curb.
4. Everett Street and Magnolia Street: The design for these
streets calls for the complete removal and reconstruction of
pavement, curbs, gutters and sidewalks, including the
construction of new catch basins where required.
C. Bid Results
The bids for this project were received and opened on June 6,
1995. Attached as Exhibit 1 is a list of the bid results.
D. Qualifications
The apparent low bidder is Security Paving Company, Inc. The
proposal submitted by this bidder is in order and the contractor
is qualified to perform the work. Said firm has confirmed that
their bid is in order and that they are prepared to proceed with
the construction of the project in accordance with the schedule
constraints described below.
E. Project Schedule
It is important that the construction schedule for this project
be compatible with the planned Country Days festivities
scheduled for September 30. The project plans and
specifications require the contractor to either complete the
construction of those street segments which would affect this
event, or to install temporary paving or undertake other
necessary temporary improvements required to render these areas
accessible and usable on and immediately prior to that date.
rec=95.awd
Street Reconstruction Project
June 1995
Page 4
The apparent low bidder has assured the City that his
construction schedule will accommodate these needs.
F. Fiscal Impact
1. Total Project cost Estimate: An estimate of the total
project costs for FY 1994/95 and FY 1995/96 is as follows:
Element
FY 1994/95
FY 1995/96
Total �$)
Design
a 17 ,L4]i
0
172,143
Printing and Related
,3,5
0
1,857
Costs
Construction
0
901,570
901,570
Contingency (10 %)
0
98,430
98,430
Contract Admin . &
_._0
_ 90,000
90,000
Inspection (15 %)
State Local
State share of Pavement
Total
174,000
1,090,000
1,264,000
Notes: a: Design Costs: Walnut S/0 Charles Street [ASA 94 -004]: 111099
of Pavement Analysis JASA 94 -20 = $61,751]: 30,600
Final Design Poindexter Etc. 130,444
Total 172,143
2. Funding Sources: A summary of the funding sources for this
project is as follows:
Funding Source
Purpose
FY 1994/95
FY 1995/96
Total
SB -821
To partially fund the
0
41,000
41,000
construction of sidewalks and
Bike Lanes on Poindexter between
Chaparral School and Sierra
Avenue
State Local
State share of Pavement
0
171,000
171,000
Transportation
Rehabilitation Costs (excluding
Partnership
that portion of Poindexter Avenu,�
Program
partially funded by SB -821)
MRA
Local funding source
174,000
878,000
1,052.000
Total
174,000
1,090,000
1,264,000
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Street Reconstruction Project
June 1995
Page 5
3. Budget Amendment: A re -cap of the proposed budget amendment
for this project is as follows:
Account No.
FY 1994/95
15- 142 - 903 -0356
01-170- 903 -0356 [Poindexter]
01- 170 - 903 -0346 [Everett Street]
FY 1995/96
15- 142 - 903 -0356 [SB -821 Grant]
14- 142 - 903 -0356 [STTPP Grant]
01- 170 - 903 -0356 [Local Share!
Total.
Total
RBCOHH+1 NDATION (Roll Call Vote)
Current
Revised
Budget
Proposed
Budget
Amount -M
Change
Amount
41,000
(41,000)
0
259,000
(85,000)
174,000
300,000
(300,000)
0
600,000
(426,000)
174,000
41,000 41,000
171,000 171,000
878.000 878.000
1,090,000 1,090,000
A. Staff recommends that the City Council take the following
actions:
1. Award a contract for the subject construction to Security
Paving Company, Inc. for the bid amount of $901,569.75;
2. Approve a project contingency in the amount of $93,430 and
authorize the City Manager to approve increases in the scope
of work not to exceed said amount;
3. Authorize the Mayor to sign necessary contract documents;
and,
4. Approve an amendment to the appropriations and the budget for
the subject project for FY 1994/95 defined as follows:
• Acc # 015-142-903-0356: from $41 , 000 to $0 (decrease of $41,000)
5. Approve appropriations and the budget amount for the subject
project for FY 1995/96 as follows:
• Acc # 015 - 142 - 903 -0356: $ 41,000
• Acc # 014 - 170 - 903 -0356: $,1711000
$212 )00
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Street Reconstruction Project
June 1995
Page 6
B. Staff recommends that the Moorpark Redevelopment Agency (MRA)
take the following actions:
1. Approve an amendment to the appropriations and the budget for
the subject project for FY 1994/95 defined as follows:
• Acc # 001 - 170 - 903 -0356: fror $259,000 to $174,000
(decrease $85,000)
• Acc # 001- 170 - 903 -0346: from $300,000 to $0
(decrease of $300,000'x.
2. Approve appropriations and the budget amount for the subject
project for FY 1995/96 as follows:
• Acc # 001 - 1.70 -903 -0319: $F78,000
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Page 1
CITY OF MOORPARK Bidder VENDOR VENDOR 2 JIVENDOR 3
Rid Doc111+0 --------- - - - - -- I - - - -- - - --
NAME:
Street Reconstruction ADDRESS:
CITY, STATE:
June 6, 1995 PHONE NUMBER:
---------------------------------------
ITEM DESCRIPTION Qty Units
1 Asphalt 7,200 Tons
2 Class II A. B. 4,884 CY
3 8" Curb & Gutter 4,803 LF
4 4" PCC Sidewalk 33,007 SF
5 Sidewalk Ramp 532 SF
6 6" Drive Apron 6,140 SF
7 Adj Meter Box 21 EA
8 Relocate Meter Box 8 EA
9 Adj M H 16 EA
10 Adj Valve Cover 24 EA
11 Earthwork 1 LS
12 Remove A/C & Base 5,051 CY
13 Remove Curb 3,955 LF
14 Remove KC 188 CY
15 Striping/ Signing 1 LS
16 R & R Signs 9 EA
17 Constr. Surveying 1 LS
18 Clear & Grub 1 LS
19 Traffic Control 1 LS
20 Root Barrier 800 LF
21 Tree Planting 17 EA
22 Tree Trim / Remove 1 LS
23 Conc, A/C Testing 1 LS
24 Blue Markers 10 EA
25 Tree Mound 13 EA
26 Relocate Fence 687 LF
27 Relocate Wall 316 LF
28 6" Curb & Gutter 1,484 LF
29 6" PVC Sleeves 72 LF
30 Cold Milling 2,725 SY
31 Caltrans Permit 2 EA
32 18" RCP 320 LF
33 10' Catch Basin 4 EA
34 21' Catch Basin 1 EA
35 S. D. Manhole 1 EA
36 Local Depression 444 SF
37 Mobilization 1 LS
38 Tree Wells 7 EA
39 Replace Det. Loops 1 LS
40 Parkway Drains 1 EA
41 3" PVC Drain 75 LF
42 8" A/C Curb 233 LF
Engineer's
Estimate
Unit S TOTAL BID
45.00 324,000.00 j
36.00 175,824.00 i
12.00 57,636.00 j
3.50 115,524.50
3.50 1,862.00
4.00 24,560.00
100.00 2,100.00
150.00 1,200.00
300.00 4,800.00
150.00 3,600.00
16435 16,435.00
26.00 131,326.00
5.00 19,775.00
26.00 4,888.00
7500.00 7,500.00
50.00 450.00
14000 14,000.00
650.00 650.00
13000 13,000.00
22.00 17,600.00
250.00 4,250.00
1000.00 1,000.00
9000.00 9,000.00
5.00 50.00
200.00 2,600.00
10.00 6,870.00
35.00 11,060.00
10.00 14,840.00
15.00 1,080.00
1.00 2,725.00
1000.00 2,000.00
46.67 14,934.40
3450.00 13,800.00
6947.16 6,947.16
2651.59 2,651.59
4.50 1,998.00
19133 19,133.00
400.00 2,800.00
3000.00 3,000.00
1500.00 1,500.00
10,0) 750.00
6.010 1,398.00
Security Paving
9050 Norris Ave.
Sun Valley, CA 91353
(818) 767 -8418
Unit. 5 TOTAL BID
26. '70
192,240.00
18.65
91,08b.60
8.95
42,986.85
1.9(4'
62,71.,.:'0
4.10
2,128.00
2.55
15,657' 00
80.0(F
1,680.(0
265.00
2,12(',.(:0
270.00
4,320.0
Loo. 0C
2,400.00
59300
59,300.00
13.9(1
70,208.90
1.25
4,94' >. 5
33.00
6,204.OJ
6485.00
6,48Ga.(: 0
25:1.4'.,
2,263.1:5
23000
23,000.0
2500.04:1
2,500.00
13% (11
18, 500.00
18.7",
15,00().00
411).00
6,970.(:0
17900
17, 90(1. (i0
8500,.00
;3,50(?.(�0
8 „6(
8(,.; )
107.010
1,39a.00
15 „0(
10,305.6)
T7 „00
24,3:31.00
13. "'
12,981 00
115 0L
1,080 00
(,9!F
5,313 -5
750„00
1,500.00
7 3w00
23,36(l.0)
3585.0(1
14,340.00
5500.0(!
5,500.0)
2800,0(;
2,800,0)
,2.9(
1,28{1,6)
12601,1
12,600.0)
250 0(
1, 750.0)
12004
1,200.00
2785„0(;
2,7135.0')
10 „01(
750.0
R &H Paving
1497 Los Angeles Ave
Saticoy, CA 93004
(805) 647 -3286
(Unit $ TOTAL BID
30.15 217,080.00
17.85 87,179.40
8.60 41,305.80
1.95 64,363.65
2.95 1,569.40
2.60 15,964.00
100.00 2,100.00
275.00 2,200.00
305.00 4,880.00
175.00 4,200.00
36850 36,850.00
9.25 46,721.75
3.10 12,260.50
65.00 12,220.00
6675.00 6,675.00
260.00 2,340.00
21050 21,050.00
10750 10,750.00
27650 27,650.00
19.50 15,600.00
415.00 7,055.00
17750 17,750.00
5000.00 5,000.00
9.00 90.00
115.00 1,495.00
15.50 10,648.50
'70.50 22,278.00
8.25 12,243.00
10.50 756.00
3.10 8,447.50
750.00 1,500.00
74.00 23,680.00
3500.00 14,000.00
5325.00 5,325.00
2750.00 2,750.00
3.00 1,332.00
4500 4,500.00
190.00 1,330.00
1200.00 1,200.00
2810.00 2,810.00
12.00 900.00
5.50 1,281.50
Nye & Nelson
P. 0. Box 756
Ventura, CA 93002
(805) 654 -1682
�JUnit $ TOTAL BID
-
30.00 216,000.00
31.00 151,404.00
9.00 43,227.00
2.00 66,014.00
4.50 2,394.00
3.40 20,876.00
100.00 2,100.00
300.00 2,400.00
200.00 3,200.00
175.00 4,200.00
33133 33,133.00
5.00 25,255.00
2.00 7,910.00
50.00 9,400.00
6300.00 6,300.00
250.00 2,250.00
21000 21,000.00
14000 14,000.00 l
15000 15,000.00
18.00 14,400.00
200.00 3,400.00
4000.00 4,000.00
6000.00 6,000.00
9.00 90.00
80.00 1,040.00
15.00 10,305.00
80.00 25,280.00
9.00 13,356.00
7.00 504.00
1.20 3,270.00
750.00 1,500.00
75.00 24,000.00
3500.00 14,000.00
5200.00 5,200.00
2700.00 2,700.00
3.00 1,332.00
20000 20,000.00
330.00 2,310.00
1100.00 1,100.00
2400.00 2,400.00
17.00 1,275.00
5.00 11165.00
June 6, 1995
-----------------------
Bid Results
--------------------------------------
ITEM DESCRIPTION Qty Units
43
Tree Grate
7
EA
44
Junc Struc (Typ I
3
EA
45
4" Perf Stand Pip
10
LF
46
36" RCP
28
LF
47
4" PVC Sleeve
100
LF
48
Release
1
LS
---------------
- - - - --
Tots
Schedule II ----
- - - - --
1
3" Asphalt
375
2
9" P.N.B.
503
3
Sawcut Pavement
175
4
4" PCC Sidewalk
4,692
5
Sidewalk Ramp
500
6
6" Drive Apron
1,454
7
8" Ribbon Gutter
296
8
Relocate Meter Bo
4
9
Adj Manhole
1
10
Adj Valve Cover
2
11
Earthwork
1
12
Remove A/C & Base
693
13
Remove Exist. Cur
505
14
Remove Exist. PCC
110
15
Striping /Marking
1
16
Constr. Surveying
1
17
Clear & Grub
1
18
Traffic Control
1
19
Tree Removal
0
20
PCC & A/C Testing
1
21
6" Curb & Gutter
796
22
Local Depression
2
23
7' Catch Basin
2
24
Reconst Exist C B
1
25
Abandon Exist C B
5
26
Const Brooks C B
1
27
6" VCP
51
28
3" PVC Curb Drian
34
29
Junc Struc
3
30
18" RCP 2000 D
56
31
Mobilization
1
32
Irrgtion Crossove
40
33
Relocate Palm Tre
1.
34
Release
1
it Sche(
TONS
CY
LF
SF
SF
SF
SF
EA
EA
EA
LS
CY
LF
CY
LS
LS
LS
LS
LS
LS
LF
EA
EA
EA
EA
EA
LF
LF
EA
LF
LS
LF
EA
LS
Page 2
Engineer's Est. !VENDOR I (VENDOR 2 IVENDOR 3
---------------------
Unit $
---------------
TOTAL BID
-
1 ----------------
Unit
- - -- --
DOTAL BID
1500.00
- - - --
10,500.00
----------------------
750.00
-
5,250.00
4242.55
12,727.65
11605.00
4,815.00
100.00
1,000.00
50.00
500.00
89.09
2,494.52
125.00
3,500.00
12.00
1,200.00
! 10.0'
1,000.00
1.00
1.00
1. 0
1.00
lule I: 1,089,040.82
49.00 18,375.00
38.00 19,114.00
2.40
420.00
4.00
18,768.00
4.00
2,000.00
4.00
5,816.00
5.25
1,554.00
173.00
692.00
345.00
345.00
173.00
346.00
6900.00
6,900.00
30.00
20,790.00
5.75
2,903.75
30.00
3,300.00
577.00
577.00
5366.00
5,366.00
230.00
230.00
3450.00
3,450.00
0.00
0.00
5175.00
5,175.00
10.35
8,238.60
403.00
806.00
2444.00
4,888.00
4083.00
4,083.00
1063.00
5,315.00
300.00
300.00
18.00
918.00
7.00
238.00
1840.00
5,520.00
53.50
2,996.00
13178
13,178.00
12.00
480.00
300.00
300.00
0.00
799,867.80
27.30 10,237.50
22.00 11,066.00
3.00
525.00
1, 9C,
8,914.80
4.00
2,000.00
2,F�5
3,707.70
3 „60
1,065.,60
265.00
1,060.00
270.00
270,00
100.00
200.00
13300
13,300.00
13,90
9,632.7(
1,1'5
031.25,
33„00
3,630.0(3
275.00
275.00
3300.00
3,300.00
1000 ., 00
1,000.()()
1500 „00
1,500„00
0 00
0.00
1200 (10
1,200,00
9,,40
7,4824401
230.00
460.00
3050 ,.00
6,100 00
2355.00
2,355.00
220 0C
1,100.00
570 „,00
570.00
41,,(IC
2,091,00
10,00
340,00
660.00
1,980.00
68 „00
3,808.00
X41(
500, 00
10,0(
400,00
1000'. W
1, ()00. 00
Unit $ TOTAL BID
--------------- - - - - --
950.00 6,650.00
1655.00 4,965.00
84.00 840.00
125.00 3,500.00
9.50 950.00
1.00 1.00
31.50
21.95
1.50
1.95
2.95
2.90
5.75
100.00
305.00
175.00
7800.00
1.1.25
3.60
65.50
300.00
2750.00
2500.00
5000.00
0.00
1650.00
8.25
225.00
2950.00
2450.00
225.00
650.00
41.00
12.50
685.00
69.00
1500
11.25
1150.00
0.00
796,237.00
11,812.50
11,040.85
262.50
9,149.40
1,475.00
4,216.60
1,702.00
400.00
305.00
350.00
7,800.00
7,796.25
1,818.00
7,205.00
300.00
2,750.00
2,500.00
5,000.00
0.00
1,650.00
6,567.00
450.00
5,900.00
2,450.00
1,125.00
650.00
2,091.00
425.00
2,055.00
3,864.00
1,500.00
450.00
1,150.00
0.00
--------------- - - - - --
Unit $ TOTAL BID
750.00 5,250.00
1800.00 5,400.00
87.00 870.00
125.00 3,500.00
17.00 1,700.00
1.00 1.00
30.00
31.00
1.00
2.00
4.50
3.50
6.00
110.00
200.00
175.00
1497.00
5.00
2.00
50.00
300.00
800.00
2000.00
600.00
0.00
400.00
9.00
220.00
3000.00
2500.00
250.00
600.00
40.00
17.00
700.00
75.00
1500
17.00
1100.00
0.00
821,411.00
11,250.00
15,593.00
175.00
9,384.00
2,250.00
5,089.00
1,776.00
440.00
200.00
350.00
1,497.00
3,465.00
1,010.00
5,500.00
300.00
800.00
2,000.00
600.00
0.00
400.00
7,164.00
440.00
6,000.00
2,500.00
1,250.00
600.00
2,040.00
578.00
2,100.00
4,200.00
1,500.00
680.00
1,100.00
0.00
Total Schedule II
163,382.35
101,701,9!
106,210.10
(
92,231.00
Total Schedule I & II
1,252,423.17
901,569. "7`
902,447.10
913,642.00
CITY OF MOORPARK Bidder
Bid Results ---------------
NAME:
Street Reconstruction ADDRESS:
CITY, STATE:
June 6, 1995 IPHONE NUMBER:
ITEM DESCRIPTION Qty Units
1 Asphalt 7,200 Tons
2 Class II A. B. 4,884 CY
3 8" Curb & Gutter 4,803 LF
4 4" PCC Sidewalk 33,007 SF
5 Sidewalk Ramp 532 SF
6 6" Drive Apron 6,140 SF
7 Adj Meter Box 21 EA
8 Relocate Meter Box 8 EA
9 Adj M H 16 EA
10 Adj Valve Cover 24 EA
11 Earthwork 1 LS
12 Remove A/C & Base 5,051 CY
13 Remove Curb 3,955 LF
14 Remove PCC 188 CY
15 Striping/ Signing 1 LS
L6 R & R Signs 9 EA
17 Constr. Surveying 1 LS
18 Clear & Grub 1 LS
19 Traffic Control 1 LS
20 Root Barrier 800 ! LF
21 Tree Planting 17 EA
22 Tree Trim / Remove 1 LS
23 Conc, A/C Testing 1 LS
24 Blue Markers 10 EA
25 Tree Mound 13 EA
26 Relocate Fence 687 LF
27 Relocate Wall 316 LF
28 6" Curb & Gutter 1,484 LF
29 6" PVC Sleeves 72 LF
30 Cold Milling 2,725 SY
31 Caltrans Permit 2 EA
32 18" RCP 320 LF
33 10' Catch Basin 4 EA
34 21` Catch Basin 1 EA
35 S. D. Manhole 1 EA
36 Local Depression 444 SF
37 Mobilization 1 LS
38 Tree Wells 7 EA
39 Replace Det. Loops 1 LS
40 Parkway Drains 1 EA
41 3" PVC Drain 75 LF
42 8" A/C Curb 233 LF
-------- - - - - --
VENDOR 4 VENDOR 5 VENDOR 6
-------------- - - - - -- - - -� --------------------
S P Milling Co. i
3555 Vineyard Ave.
Oxnard, CA 93030
(805) 981 -4275
--------------- - - - - - -5---TOTAL ----- - - - - -- --------------- - - - --
Unit $ TOTAL BID - -� Unit BID Unit $ TOTAL BID
I-------------- - - - - -- 11 -.. --- - _ --- ---- - - - - -- i -------------------
Page 3
VENDOR 7
11
Unit $ TOTAL BID
29.10
209,520.00
0.00 j
0.00 I,
0.00
22.95
112,087.80
0.00
0.00
0.00
8.80
42,266.40
0.00
0.00
0.00
2.10
69,314.70 !,
1:y.00
0.00
0.00
3.60
1,915.20
0.00
0.00
0.00
2.90
17,806.00
0.00
0.00
0.00
100.00
2,100.00
+?.00 1
0.00
0.00
270.00
2,160.00
If.00
0.00
0.00
200.00
3,200.00
"00
0.00
0.00
175.00
4,200.00
(1.00
0.00 i
0.00
41100
41,100.00
0.00
0.00
0.00
L7.75
89,655.25
(;.00
0.00 'j
0.00
5.00
19,775.00
('i.00
0.00 '
0.00
147.00
8,836.00
( +.00
0.00
0.00
6600.00
6,600.00
(.00
0.00
0.00
250.00
2,250.00
(.00
N
0.00
0.00
21100
21,100.00
(1.00
0.00
0.00
4400.00
4,400.00
1
6.00
0.00
0.00
9000
9,000.00
(.i10
0.00
0.00
20.00
16,000.00
(.00
0.00
0.00
200.00
3,400.00
(.Oi)
0.00
0.00
6100.00
6,100.00
I
(.0O
0.00
0.00
10300
10,300.00
0.00
0.00
0.00
10..00
100.00
G,00
0.00
0.00
100.00
1,300.00
(.00
0.00 ;I
0.00
15.10
10,373.70
Oa00
0.00
0.00
73.30
23,162.80
('. , 00
0.00
0.00 i
8.70
12,910.80
000
0.00
0.00
14.00
1,008.00
IJ
0.00
0.00
2.40
6,540.00
0.0
0.00
0.00
270.00
540.00
0.00
0.00
0.00
72.50
23,200.00
0,00
0.00 !
0.00
3400.00
13,600.00
0.0O j
0.00
0.00
5200.00
5,200.00
loo
0.00
0.00 :I
2600.00
2,600.00
0.00
0.00
0.00
2.90
1,287.60
),011
0.00
0.00
11750
11,750.00
),O(i
0.00 !
0.00
420.00
1,940.00
0.00
0.00
1000.00
1,000.00
),0(,'
0.00
0.00
2350.00
2,350.00
) O('
0.00
0.00
28.00
2,100.00
) 0O'
0.00
0.00
6.30
1,467.90
) CI(
0.00 it
0.00 !�
Page 4
Did Results VENDOR 4 VENDOR 5 VENDOR 6 VO0DU8 7
/}------------|------------|-----------|----------
ITEM DESCRIPTION Qty Units Unit $ TOTAL BID ni , TOTAL BID Unit $ TOTAL BID Unit $ TOTAL BID
0
Tree Grate
7
EA
935,00
6,05.00
J.c,
Total Sob*dmlo I 6 11
0.00
'.(N 0.00
0.00
44
Junc Struc(TypI
]
EA
1625.00
4,05.00
). 00
0,00
0.00
45
4»Perf Stand Pip
0
LF
0.70
827.00
).00
0,00
0.00
46
36" RCP
28
[F
123.00
3,444.00
0.00
0.00
0.00
47
4" PVC Sleeve
100
LF
7.00
700.00
).00
0.00
0.00
48
Release
l
LS |
1.00
1.00
___---__/
).O0
0.00
0.00
-----------
Total Schedule I:
842,0O9.l5
),00
______-
|
0.00
__-_____
|
0.00
SnbodoloII |---------
_________
--------------------------------------------
l
]v Asphalt
375
TONS
]l.?O
11,887.50
).00
0.00
0.00
2
9" P.K.B.
503
CY
38,40
14,285.20
).00
0.00
0.00
J
Sawcut Pavement
175
LF
1.50
263.50
/,/W |
0.00
'
0 U0
'
4
"
4 9�| Sidewalk
4,692
SE
3.10
9,853.20
|
0.00
0.00
5
Sidewalk Ramp
500
SF
3.60
1,800,00
1.100
/
0.00
0.00
6
6» Drive Apron
1/454
SP
3,00
4,362.00
..00
'
0.00
0,00
7
8« Ribbon Gutter
296
SP
6.50
1,424.00
/ ')0
0.00
0.00
8
Relocate Meter Do
4
OA
97.50
390.00
'.oO
0,00
0.00
9
Adj Manhole
l
E&
218.00
210.00
' /0
0.00
0.00
lO
Adj Valve Cover
2
OA
175,00
350.00
0O
0.00
0.00
ll
Earthwork
l
LS
2900.00
2,900.00
0.00
0.08
l%
8omoYu A/C & Daao
693
CY
24.00
`
16,632.00 |
' /)O
�
0 0O
^
8 OO
'
l]
Remove Exist. Cur
505
[F
ll.]O
5,706.50
0.00
0.00
14
Remove Exist. 9CC
llO
CY
36.00
3,960.00
0.00
0.00
15
Striping/Marking
l
LS
275.00
275.08
/''@
0.00
0.88
16
Constr. Surveying
l
LS
2200,00
2,200.00
0.00
0.00
17
Clear & Grub
l
LS
2500.00
2,500.00
0.00
0.00
18
Traffic Control
l
IS
100.00
I,0O.00
'./0
0.00
0.00
19
Tree Removal
0
LS
0,00
0.00 0.(V
u0 | O.�
O.�
O.�
0 �
'
20
PCC6A/C Testing
l
LS
1600.0
1,600.00 |
uN
0.00
0.00
21
61 Curb 6Gutter
796
LF
8.60
6,845.60
0.00
0,00
22
Local
3
QA
220.00
440.00
)..N
0.00
0.00
22
7' Catch Basin
3
C&
2900.00
5,800.00
),')0
0.00
0.00
24
Dec000t Exist C D
l
BA
2350.08
2,350.00
0.00
0.00
25
Abandon Exist C 8
5
CA
200,00
1,00.00
0.00
0.00
26
Coost Brooks CB
l
EA
570.00
570.00
uN
0.00
0.00
27
6' VCy
51
lF
40.08
2,040.00
0.00
0.00
28
3" PVC Curb Driao
34
LF
10.50
357.00
0.00
0.00
29
Junc Struc
}
EA
670.00
2,00.00
0.00
0.00
30
0^ RCP 2000 D
56
LF
68.00
3,808.00
0.00
0.00
Ii
Mobilization
l
LS
1300
1,00.00
0.00
0.00
22
Izrgtion Ccoaoovo
43
[F
4.40
176.00
uN
0.00
0.00
D
Relocate Palm Tre
l
EA
700.00
?00.00
i/N
0.00
0.00
34
Release
I
LS
1) 00
00
110
0.00
0.00
Total Schedule II
100/794.50
u10 0.00 |
0.00
Total Sob*dmlo I 6 11
952,703.65
'.(N 0.00
0.00