HomeMy WebLinkAboutAGENDA REPORT 1996 0403 CC REG ITEM 10C nrti C�E( /4- , 70 '7
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AC EN DA REPORT
CITY 017 MOORPARK
TO: The Honorable City Council
FROM: Kenneth C. Gilbert, Director of Public Works
DATE: March 26, 1996 (CC Meeting: 4-3-96)
SUBJECT: Consider Bids for the Construction of the Moorpark Avenue
Storm Drain and the Spring Road Storm Drain
BACKGROUND
In January the City Council approved the plans and specifications
for the subject project and authorized staff to advertise for
receipt of bids. ^raaax, cAuFCI=N:v
i'7 Council Mooting
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199 6
DISCUSSION /
�;CTION:�?�/�/
A. Project Description � (/
1 . Moorpark Avenue Storm Drain: The design for t e emen of
the project calls for the extension of the existing 60"
diameter storm drain located in Moorpark Avenue south of Los
Angeles Avenue, northerly across Los Angeles Avenue and then
northerly to a point north of First Street. The scope of
work also includes the following:
a) the construction of a storm drain lateral extending
easterly from Moorpark Avenue to Flory Avenue,
b) the construction of a second lateral to serve the
Metrolink parking lot; and
c) the construction of new curb, gutter and sidewalk on the
east side of Moorpark Avenue to improve surface drainage.
2 . Spring Road Storm Drain: The design for this element of
the project calls for the construction of a new storm drain
from an existing 4'x'6' box culvert located on the west side
of Spring Road south of Los Angeles Avenue, northerly to
Flinn Avenue. The project also includes a storm drain
lateral extending easterly in Flinn Avenue to serve this
area and the construction of new curb and gutter and an
asphalt overlay on a portion of Flinn Avenue.
B. Bid Schedules
The bid documents included:
• Schedule I : Moorpark Avenue Only, and
• Schedule II: Moorpark Avenue and Spring Road.
The City may award a contract for a Scope of Work determined by
either Schedule I or Schedule II.
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C. Bid Alternate: Night Work
The bid documents also provided for Alternate Bids for the
additional costs related to the possible requirement by
Caltrans that work required within the intersection of Los
Angeles Avenue and Moorpark Avenue and within the intersection
of Los Angeles Avenue and Spring Road be performed during of f-
peak night time hours.
D. Bid Results
Bids for the subject project were received and opened on March
25, 1996 . A tabulation of the bid results is attached as
Exhibit 1. A summary of the bid results is as follows:
Sch I: Moorpark Avenue Only Sch II: Moorpark Ave & Spring Rd
Bidder Base Bid W/ Night Work Base Bid W/ Night Work
Lash Construction 907,122.50 953,922.50 1,504,570.16 1,604,590.16
Blois Construction 908,449.55 959,524.55 1,593,766.69 1,689,485.69
AFR Construction 998,724.50 998,724.50 1,718,005.57 1,718,005.57
Sully-Miller 1,088,325.26 1,106,889.26 1,798,702.63 1,835,122.63
Turf Construction 1,309,046.00 1,324,046.00 2,024,986.75 2,064,986.75
The apparent low bidder for all options is Lash Construction.
E. Scope of Work
It is recommended that the City award a contract for Alternate
II (both the Moorpark Avenue and the Spring Road storm drains)
without the bid alternate for night work, and authorize staff
to approve a Change Order Not to Exceed $100,020.00 for such
work, should it become necessary. The apparent low bidder for
this Scope of Work is Lash Construction with a bid of
$1, 504 ,570 . 16.
F. Oualifications
It has been determined that the apparent low bidder, Lash
Construction, Inc. , is qualified to perform the work. Said
bidder has confirmed their bid and their desire to proceed with
the construction of the project.
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Storm Drain Project
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G. Fiscal Impact
1. Cost Estimate: A preliminary estimate of project costs is
as follows:
Moorpark Spring
Description Ave. (S) Road ($) Total ($)
Design 139 ,000 54 ,000 193 ,000
Printing, Etc. 300 300 600
Construction 953 ,922 650,668 1 ,604,590
(w/ night work)
Contingency (10%) 95, 400 65,410 160,810
Construction 120 .000 66 .000 186,000
Engineering
Total 1 , 308 ,622 836, 378 2 ,145,000
Less Prior Year (123 .000) ( 34 ,000) (157,000)
Design Costs
Total 1,185,622 802 , 378 1 ,988,000
FY 1995/96
& FY 1996/97
2 . Funding Sources: The following is a summary of the
recommended funding sources for this project for FY 1995/96
and FY 1996/97:
Moorpark Spring
Description Notes Ave. (S) Road ($) Total ($)
Gas Tax (003) a 0 182,500 182,500
STA (013) b 127,200 0 127, 200
L. A. AOC (027)
Caltrans c 280,000
Other d 278,422
e 437. 378
Fund 027 Total 558,422 437, 378 995,800
MRA f 500.000 182,500 682,500
Total 1, 185,622 802 , 378 1,988,000
Notes:
a This funding amount represents fifty percent (50%) of the
estimated costs for the construction of the Flinn Avenue
storm drain and street improvements.
Storm Drain Project
April 1996
Page 4
b This funding amount represents the estimated total cost
for the construction of the storm drain serving the south
Metrolink parking lot.
c Per Agreement, Caltrans is to participate in the cost of
the Moorpark Avenue project. The Caltrans deposit will
show as a revenue to Fund 027.
d A breakdown of the past and anticipated future sources of
deposits to Fund 027 for the Moorpark Avenue project is
as follows:
• Fees already paid (Le Club) 50,000
• Past and future AOC fees 228,422
278,422
e A breakdown of the past and anticipated future sources of
deposits to Fund 027 for the Spring Road project is as
follows:
• Fees already paid (McDonalds) . . . . 32,218
• To be paid by Caltrans for future
Maintenance Yard 80,000
• Past and future fees * 325,160
437, 378
* Andersen's share = an estimated $89, 161
f A breakdown of the MRA funding for the project is as
follows:
1) Moorpark Ave: 500,000
2) Spring Rd:
• Fifty percent ( 50%) of the estimated
costs for the construction of the
Flinn Avenue storm drain and street
improvements 182,500
682,500
3. Budget Amendment: It is recommended that the appropriations
and budget amount for FY 1995/96 and FY 1996/97 be revised
as follows:
Current Revised
Fund / Account 0 Budget ($) Change ($) Budget ($1
A. FY 1995/96
L. A. AOC (027-142-903-0334)
Noorpark Ave 500,000 (350,000) 150,000
Spring Road 50,000 50,000
NRA (01-170-903-0334)
Moorpark Ave 500,000 (300,000) 200,000
Spring Road
Total 1,050,000 (650,000) 400,000 'i
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Current Revised
Fund / Account i Budget (S) Change (S) Budget ($1
B. FY 1996/97
L. A. AOC: 027-142-903-0334 0 796,000 796,000
Gas Tax: 003-142-903-0334 0 182,500 182,500
STA: 013-142-903-0334 0 127,200 127,200
MRA: 001-170-903-0334 0 482,300 482 300
Total FY 1996/97 0 1,588,000 1,588,000
C. Two Year Total 1,050,000 938,000 1,988,000
H. Schedule
Per City Council direction, the plans and specifications
stipulate that the work on Spring Road is to be constructed
first, followed by the work on Moorpark Avenue. Utility
relocation efforts by Ventura County Waterworks District No. 1
(WWD#1) have been scheduled by them based on this assumption.
In the event a contract is awarded for Moorpark Avenue only,
work on the storm drain could be delayed.
The decision to proceed with Spring Road first was made in order
to avoid working on Moorpark Avenue when school is in session.
In should be noted that working on Moorpark Avenue when school
is in session may be unavoidable. If Moorpark Avenue is done
first, work would commence in May. If Moorpark Avenue is done
last, work would still be going on next fall .
For these reasons, if a contract is awarded for both storm
drains, it is recommended that the schedule remain unchanged
(Spring Road first) .
It is anticipated that construction will start at the south end
of each storm drain and proceed upstream, or northerly. It is
anticipated that construction of the subject project will begin
in May and be completed by November.
RECOMMENDATION (Roll Call Vote)
Staff recommends that the City Council take the following actions:
1 . Approve the Scope of Work for the subject project to include
both the Moorpark Avenue and the Spring Road storm drains
(Schedule II) ;
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2 . Amend the appropriations and Budget for the Moorpark Avenue and
the Spring Road storm drain projects as follows:
a. FY 1995/96
• 027-142-903-0334 : From $550,000 to $200,000 ($350,000decrease) ;
• 01-170-903-0334: From $500 ,000 to $200 .000 ($300,000 decrease);
$400 ,000
b. FY 1996/97
• 003-142-903-0334: From $0 to $182,500;
• 013-142-903-0334: From $0 to $127,200;
• 027-142-903-0334: From $0 to $796,000;
• 001-170-903-0334: From $0 to $482 ,300.
$1 ,588 , 000
3 . Award a contract to Lash Construction, Inc. in the amount of
$1,504,570.16 for the subject project with a Scope of Work as
defined in recommendation #1 above.
4. Authorize the City Manager to approve a Change Order Not to
Exceed $100,020 for night work if required.
5. Approve a construction contingency in the amount of $160,810 for
the project and authorize the City Manager to approve additional
work, if required, for an amount not to exceed ten per cent of
the contract;
6. Authorize the City Manager to sign necessary contract documents.
e�pkaGS.eaG 1VY
Exhibit 1 (1 of 12)
CITY OF M00RPARN Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Santa Barbara, CA 93140 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 963-3553 (805) 656-1432
Storm Drain CONTACT PERSON: Arthur Lash Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule I: Moorpark Ave
1 New A/C 14,950 SF 1.59 23,770.50 1.60 23,920.00 1.65 24,667.50
2 6" Curb/gutter 846 LF 12.00 10,152.00 11.40 9,644.40 15.40 13,028.40
3 8" Cross gutter 1,440 SF 4.50 6,480.00 5.50 7,920.00 8.80 12,672.00
4 12" Class II AB 8,800 SF 1.24 10,912.00 1.80 15,840.00 2.10 18,480.00
5 Remove A/C & Base 782 CY 25.00 19,550.00 15.00 11,730.00 53.60 41,915.20
6 4" Sidewalk 3,360 SF 3.00 10,080.00 4.00 13,440.00 2.42 8,131.20
7 H/C Ramp 523 SF 3.50 1,830.50 6.40 3,347.20 5.50 2,876.50
8 Local Depression 1,408 SF 4.50 6,336.00 6.10 8,588.80 2.50 3,520.00
9 Adj. Valve Covers 5 EA 150.00 750.00 195.00 975.00 150.00 750.00
10 Adj. Nan Hole 2 EA 300.00 600.00 300.00 600.00 275.00 550.00
11 Remove Curb 846 LF 5.00 4,230.00 2.30 1,945.80 3.85 3,257.10
12 18" RCP 144 LF 46.67 6,720.48 54.00 7,776.00 64.75 9,324.00
13 21" RCP 585 LF 51.97 30,402.45 53.00 31,005.00 43.50 25,447.50
14 24" RCP 27 LF 61.52 1,661.04 73.50 1,984.50 62.00 1,674.00
15 30" RCP 386 LF 75.31 29,069.66 75.40 29,104.40 61.00 23,546.00
16 36" RCP 396 LF 89.09 35,279.64 89.50 35,442.00 79.00 31,284.00
17 39" RCP 305 LF 98.00 29,890.00 170.00 51,850.00 69.50 21,197.50
18 45" RCP 464 LF 115.00 53,360.00 124.50 57,768.00 128.00 59,392.00
19 48" RCP 470 LF 110.00 51,700.00 175.00 82,250.00 181.15 85,140.50
20 51" RCP 768 LF 120.00 92,160.00 166.00 127,488.00 110.50 84,864.00
21 54" RCP 342 LF 124.62 42,620.04 127.00 43,434.00 143.25 48,991.50
22 60" RCP 226 LF 137.88 31,160.88 180.00 40,680.00 216.75 48,985.50
23 Type I Junc Struc 2 EA 4,242.55 8,485.10 2200.00 4,400.00 7,845.00 15,690.00
24 Type II Junc Struc 1 EA 4,242.55 4,242.55 2500.00 2,500.00 5,750.00 5,750.00
25 OCP Inlet 1 EA 1,500.00 1,500.00 2200.00 2,200.00 1,275.00 1,275.00
26 Pavement Restoration 18,165 SF 17.00 308,805.00 3.12 56,674.80 3.75 68,118.75
27 Type II Man Hole 7 EA 2,651.59 18,561.13 2200.00 15,400.00 2,950.00 20,650.00
28 Catch Basin (28') 1 EA 9,255.00 9,255.00 2900.00 2,900.00 6,090.00 6,090.00
29 Catch Basin (21') 9 EA 6,000.00 54,000.00 2560.00 23,040.00 5,100.00 45,900.00
30 Catch Basin (14') 2 EA 4,400.00 8,800.00 2300.00 4,600.00 4,200.00 8,400.00
4100.432.,
Exhibit 1 (2 of 12)
CITY OF MOORPARK Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Santa Barbara, CA 93140 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 963-3553 (805) 656-1432
Storm Drain CONTACT PERSON: Arthur Lash Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule I: Moorpark Ave
31 Remove RC Box 60 LF 50.00 3,000.00 110.00 6,600.00 32.00 1,920.00
32 Remove 'V' Ditch 60 LF 28.50 1,710.00 15.00 900.00 12.00 720.00
33 Junc Struc 14 2 EA 1,500.00 3,000.00 1105.00 2,210.00 350.00 700.00
34 1" Air Vac 1 EA 758.36 758.36 1320.00 1,320.00 1,470.00 1,470.00
35 Surveying 1 LS 27,000.00 27,000.00 6400.00 6,400.00 6,270.00 6,270.00
36 Caltrans Permit 1 LS 12,000.00 12,000.00 2300.00 2,300.00 5,000.00 5,000.00
37 GT3 Inlet w/ grate 1 EA 2,000.00 2,000.00 4000.00 4,000.00 4,900.00 4,900.00
38 Traffic Control 1 LS 40,000.00 40,000.00 42000.00 42,000.00 46,795.00 46,795.00
39 8" RCP 26 LF 30.77 800.02 61.00 1,586.00 34.00 884.00
40 Connect to 60" Stub 1 LS 2,000.00 2,000.00 635.00 635.00 430.00 430.00
41 10" Water Valve 1 EA 981.09 981.09 2,100.00 2,100.00 2,365.00 2,365.00
42 Relocate Water Serv. 9 EA 350.00 3,150.00 1550.00 13,950.00 220.00 1,980.00
43 Concrete Collar 1 EA 500.00 500.00 620.00 620.00 350.00 350.00
44 Signing & Striping 1 LS 500.00 500.00 4780.00 4,780.00 27,500.00 27,500.00
45 Mobilization 1 LS 23,000.00 23,000.00 72000.00 72,000.00 22,485.00 22,485.00
46 Replace Loops 24 EA 300.00 7,200.00 222.00 5,328.00 275.00 6,600.00
47 Temporary Pavement 1 LS 3,000.00 3,000.00 6500.00 6,500.00 12,670.00 12,670.00
48 Earthwork 1 LS 9,560.00 9,560.00 11300.00 11,300.00 17,820.00 17,820.00
49 1" A/C cap on exist. 7,820 SF 0.27 2,111.40 0.53 4,144.60 0.77 6,021.40
50 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Total Schedule I -- Moorpark Ave. ONLY: 1,054,635.84 907,122.50 908,449.55
Alternate for Night Work 52,000.00 46,800.00 51,075.00
Total Schedule I -- Moorpark Ave. ONLY: 1,106,635.84 953,922.50 959,524.55
With Alternate for Night Work
232
Exhibit 1 (3 of 12)
CITY OF MOORPARK Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Santa Barbara, CA 93140 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 963-3553 (805) 656-1432
Storm Drain CONTACT PERSON: Arthur Lash Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIA: Moorpark Ave
1 New A/C 14,950 SF 1.59 23,770.50 1.60 23,920.00 1.65 24,667.50
2 6" Curb/gutter 846 LF 12.00 10,152.00 11.40 9,644.40 15.40 13,028.40
3 8" Cross gutter 1,440 SF 4.50 6,480.00 5.50 7,920.00 8.80 12,672.00
4 12" Class II AB 8,800 SF 1.24 10,912.00 1.80 15,840.00 2.10 18,480.00
5 Remove A/C 6 Base 782 CY 25.00 19,550.00 15.00 11,730.00 53.60 41,915.20
6 4" Sidewalk 3,360 SF 3.00 10,080.00 4.00 13,440.00 2.42 8,131.20
7 H/C Ramp 523 SF 3.50 1,830.50 6.40 3,347.20 5.50 2,876.50
8 Local Depression 1,408 SF 4.50 6,336.00 6.10 8,588.80 2.50 3,520.00
9 Adj. Valve Covers 5 EA 150.00 750.00 195.00 975.00 150.00 750.00
10 Adj. Man Hole 2 EA 300.00 600.00 300.00 600.00 275.00 550.00
11 Remove Curb 846 LF 5.00 4,230.00 2.30 1,945.80 3.85 3,257.10
12 18" RCP 144 LF 46.67 6,720.48 54.00 7,776.00 64.75 9,324.00
13 21" RCP 585 LF 51.97 30,402.45 53.00 31,005.00 43.50 25,447.50
14 24" RCP 27 LF 61.52 1,661.04 73.50 1,984.50 62.00 1,674.00
15 30" RCP 386 LF 75.31 29,069.66 75.40 29,104.40 61.00 23,546.00
16 36" RCP 396 LF 89.09 35,279.64 89.50 35,442.00 79.00 31,284.00
17 39" RCP 305 LF 98.00 29,890.00 170.00 51,850.00 69.50 21,197.50
18 45" RCP 464 LF 115.00 53,360.00 124.50 57,768.00 128.00 59,392.00
19 48" RCP 470 LF 110.00 51,700.00 175.00 82,250.00 181.15 85,140.50
20 51" RCP 768 LF 120.00 92,160.00 166.00 127,488.00 110.50 84,864.00
21 54" RCP 342 LF 124.62 42,620.04 127.00 43,434.00 143.25 48,991.50
22 60" RCP 226 LF 137.88 31,160.88 180.00 40,680.00 216.75 48,985.50
23 Type I Junc Struc 2 EA 4,242.55 8,485.10 2200.00 4,400.00 7,845.00 15,690.00
24 Type II Junc Struc 1 EA 4,242.55 4,242.55 2500.00 2,500.00 5,750.00 5,750.00
25 OCP Inlet 1 EA 1,500.00 1,500.00 2200.00 2,200.00 1,275.00 1,275.00
26 Pavement Restoration 18,165 SF 17.00 308,805.00 3.12 56,674.80 3.75 68,118.75
27 Type II Han Hole 7 EA 2,651.59 18,561.13 2200.00 15,400.00 2,950.00 20,650.00
28 Catch Basin (28') 1 EA 9,255.00 9,255.00 2900.00 2,900.00 6,090.00 6,090.00
29 Catch Basin (21') 9 EA 6,000.00 54,000.00 2560.00 23,040.00 5,100.00 45,900.00
30 Catch Basin (14') 2 EA 4,400.00 8,800.00 2300.00 4,600.00 4,200.00 8,400.00
000=
Exhibit 1 (4 of 12)
CITY OF MOORPARK Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Santa Barbara, CA 93140 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 963-3553 (805) 656-1432
Storm Drain CONTACT PERSON: Arthur Lash Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIA: Moorpark Ave
31 Remove RC Box 60 LF 50.00 3,000.00 110.00 6,600.00 32.00 1,920.00
32 Remove 'V' Ditch 60 LF 28.50 1,710.00 15.00 900.00 12.00 720.00
33 Juno Struc #4 2 EA 1,500.00 3,000.00 1105.00 2,210.00 350.00 700.00
34 1" Air Vac 1 EA 758.36 758.36 1320.00 1,320.00 1,470.00 1,470.00
35 Surveying 1 LS 27,000.00 27,000.00 6400.00 6,400.00 6,270.00 6,270.00
36 Caltrans Permit 1 LS 12,000.00 12,000.00 2300.00 2,300.00 5,000.00 5,000.00
37 GT3 Inlet w/ grate 1 EA 2,000.00 2,000.00 4000.00 4,000.00 4,900.00 4,900.00
38 Traffic Control 1 LS 40,000.00 40,000.00 42000.00 42,000.00 46,795.00 46,795.00
39 8" RCP 26 LF 30.77 800.02 61.00 1,586.00 34.00 884.00
40 Connect to 60" Stub 1 LS 2,000.00 2,000.00 635.00 635.00 430.00 430.00
41 10" Water Valve 1 EA 981.09 981.09 2,100.00 2,100.00 2,365.00 2,365.00
42 Relocate Water Serv. 9 EA 350.00 3,150.00 1550.00 13,950.00 220.00 1,980.00
43 Concrete Collar 1 EA 500.00 500.00 620.00 620.00 350.00 350.00
44 Signing & Striping 1 LS 500.00 500.00 4780.00 4,780.00 27,500.00 27,500.00
45 Mobilization 1 LS 23,000.00 23,000.00 72000.00 72,000.00 22,485.00 22,485.00
46 Replace Loops 24 EA 300.00 7,200.00 222.00 5,328.00 275.00 6,600.00
47 Temporary Pavement 1 LS 3,000.00 3,000.00 6500.00 6,500.00 12,670.00 12,670.00
48 Earthwork 1 LS 9,560.00 9,560.00 11300.00 11,300.00 17,820.00 17,820.00
49 1" A/C cap on exist. 7,820 SF 0.27 2,111.40 0.53 4,144.60 0.77 6,021.40
50 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Sub-total Schedule IIA -- Moorpark Ave. 1,054,635.84 907,122.50 908,449.55
Alternate for Night Work 52,000.00 46,800.00 51,075.00
Sub-total Schedule IIA -- Moorpark Ave.: 1,106,635.84 953,922.50 959,524.55
with Alternate for Night Work
0002+3'4.
Exhibit 1 (5 of 12)
CITY OF MOORPARK Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Santa Barbara, CA 93140 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 963-3553 (805) 656-1432
Storm Drain CONTACT PERSON: Arthur Lash Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIB: Spring Rd
1 6" A/C 4,200 SF 1.59 6,678.00 1.85 7,770.00 1.95 8,190.00
2 Curb/gutter 350 LF 12.00 4,200.00 11.75 4,112.50 15.40 5,390.00
3 12" Class II AB 4,200 SF 1.24 5,208.00 1.90 7,980.00 2.10 8,820.00
4 Remove A/C & Base 986 CY 25.00 24,650.00 20.00 19,720.00 62.50 61,625.00
5 Local Depression 1,101 SF 4.50 4,954.50 4.33 4,767.33 2.50 2,752.50
6 Adj. Valve Covers 12 EA 150.00 1,800.00 193.00 2,316.00 150.00 1,800.00
7 Adj. Man Hole 4 EA 300.00 1,200.00 320.00 1,280.00 270.00 1,080.00
8 Remove Curb 350 LF 5.00 1,750.00 3.21 1,123.50 3.85 1,347.50
9 18" RCP 235.31 LF 46.67 10,981.92 77.00 18,118.87 49.35 11,612.55
10 24" RCP 264.18 LF 61.52 16,252.35 80.50 21,266.49 53.80 14,212.88
11 42" RCP 331.02 LF 99.70 33,002.69 100.00 33,102.00 100.85 33,383.37
12 39" RCP 345.70 LF 98.00 33,878.60 92.00 31,804.40 102.50 35,434.25
13 45" RCP 79.64 LF 115.00 9,158.60 120.00 9,556.80 127.25 10,134.19
14 48" RCP 677.45 LF 110.00 74,519.50 123.00 83,326.35 128.00 86,713.60
15 51" RCP 178.30 LF 120.00 21,396.00 141.00 25,140.30 147.75 26,343.83
16 46" x 68" RCP 250.57 LF 152.88 38,307.14 173.00 43,348.61 387.95 97,208.63
17 Junc Struc Std 331-0 8 EA 1,500.00 12,000.00 3120.00 24,960.00 750.00 6,000.00
18 Junc Struc Std 332-0 1 EA 2,000.00 2,000.00 2850.00 2,850.00 350.00 350.00
19 30" RCP 60.12 LF 75.31 4,527.64 75.00 4,509.00 69.50 4,178.34
20 Mod Exist J S #333-0 1 EA 2,000.00 2,000.00 2300.00 2,300.00 1,335.00 1,335.00
21 A/C R&R 1,200 SF 5.00 6,000.00 2.05 2,460.00 6.05 7,260.00
22 Catch Basin (7') 1 EA 1,824.29 1,824.29 1590.00 1,590.00 2,725.00 2,725.00
23 Pavement Restoration 13,562 SF 5.00 67,810.00 3.73 50,586.26 3.50 47,467.00
24 Man Hole Std 320-0 6 EA 2,651.59 15,909.54 3220.00 19,320.00 2,330.00 13,980.00
25 Catch Basin (24') 2 EA 7,902.00 15,804.00 2730.00 5,460.00 5,425.00 10,850.00
26 Catch Basin (21') 5 EA 6,000.00 30,000.00 2460.00 12,300.00 4,900.00 24,500.00
27 Catch Basin (14') 2 EA 4,000.00 8,000.00 2100.00 4,200.00 3,995.00 7,990.00
28 Remove Exist RCP 60 LF 50.00 3,000.00 30.00 1,800.00 15.00 900.00
29 Surveying 1 LS 18,000.00 18,000.00 3900.00 3,900.00 3,850.00 3,850.00
30 Caltrans Permit 1 LS 12,000.00 12,000.00 2450.00 2,450.00 600.00 600.00
000235
Exhibit 1 (6 of 12)
CITY OF MOORPARK Bidder VENDOR 1 VENDOR 2
Bid Results
March 29, 1996 NAME: LASH Construction Blois Construction
ADDRESS: Engineer's Estimate P.O.Box 4640 3201 Sturgis Rd
Morpark Avenue CITY, STATE: Camarillo, CA 93010 Oxnard, CA 93030
Spring Road PHONE NUMBER: (805) 389-1475 (805) 656-1432
Storm Drain CONTACT PERSON: Matt Ludlow Steven Blois
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIB: Spring Rd
31 Traffic Control 1 LS 27,000.00 27,000.00 48000.00 48,000.00 41,110.00 41,110.00
32 Relocate Fire Hydrant 1 EA 2,000.00 2,000.00 2,400.00 2,400.00 3,185.00 3,185.00
33 Concrete Collar 2 EA 500.00 1,000.00 550.00 1,100.00 350.00 700.00
34 Signing & Striping 1 LS 6,250.00 6,250.00 2950.00 2,950.00 33,000.00 33,000.00
35 Mobilization 1 LS 24,490.00 24,490.00 35200.00 35,200.00 16,865.00 16,865.00
36 Replace Loops 1 LS 5,000.00 5,000.00 5,340.00 5,340.00 2,750.00 2,750.00
37 Earthwork 1 LS 6,500.00 6,500.00 15000.00 15,000.00 5,720.00 5,720.00
38 2" A/C Overlay 42,745 SF 0.54 23,082.30 0.55 23,509.75 0.70 29,921.50
39 Relocate Guy Wire 1 LS 5,000.00 5,000.00 780.00 780.00 1,300.00 1,300.00
40 R&R Cross Gutter 710 SF 4.50 3,195.00 7.53 5,346.30 12.10 8,591.00
41 Cold Mill Exist. A/C 1,380 SY 1.00 1,380.00 3.19 4,402.20 3.00 4,140.00
42 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Sub-total Schedule IIB: Spring Road 591,711.07 597,447.66 685,317.14
Alternate for Night Work 52,000.00 53,220.00 44,644.00
Schedule IIB w/ Alternate 643,711.07 650,667.66 729,961.14
Total Schedule IIA & IIB
Moorpark Ave. & Spring Road 1,646,346.91 1,504,570.16 1,593,766.69
Schedule IIA & IIB w/ Alternates 1,750,346.91 1,604,590.16 1,689,485.69
00023€
Exhibit 1 (7 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Morpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule I: Moorpark Ave
1 New A/C 14,950 SF 1.45 21,677.50 1.00 14,950.00 1.30 19,435.00
2 6" Curb/gutter 846 LF 12.00 10,152.00 10.60 8,967.60 13.20 11,167.20
3 8" Cross gutter 1,440 SF 6.00 8,640.00 6.20 8,928.00 7.50 10,800.00
4 12" Class II AB 8,800 SF 1.25 11,000.00 1.50 13,200.00 1.70 14,960.00
5 Remove A/C & Base 782 CY 11.00 8,602.00 35.00 27,370.00 41.40 32,374.80
6 4" Sidewalk 3,360 SF 3.00 10,080.00 3.20 10,752.00 3.70 12,432.00
7 H/C Ramp 523 SF 4.00 2,092.00 5.00 2,615.00 6.00 3,138.00
8 Local Depression 1,408 SF 8.00 11,264.00 5.12 7,208.96 6.50 9,152.00
9 Adj. Valve Covers 5 EA 100.00 500.00 74.00 370.00 250.00 1,250.00
10 Adj. Man Hole 2 EA 600.00 1,200.00 450.00 900.00 400.00 800.00
11 Remove Curb 846 LF 3.00 2,538.00 5.00 4,230.00 5.50 4,653.00
12 18" RCP 144 LF 98.00 14,112.00 69.00 9,936.00 85.00 12,240.00
13 21" RCP 585 LF 110.00 64,350.00 55.00 32,175.00 50.00 29,250.00
14 24" RCP 27 LF 111.00 2,997.00 78.00 2,106.00 100.00 2,700.00
15 30" RCP 386 LF 123.00 47,478.00 74.00 28,564.00 120.00 46,320.00
16 36" RCP 396 LF 135.00 53,460.00 85.00 33,660.00 130.00 51,480.00
17 39" RCP 305 LF 141.00 43,005.00 137.00 41,785.00 145.00 44,225.00
18 45" RCP 464 LF 152.00 70,528.00 134.00 62,176.00 160.00 74,240.00
19 48" RCP 470 LF 157.00 73,790.00 223.00 104,810.00 320.00 150,400.00
20 51" RCP 768 LF 161.00 123,648.00 270.00 207,360.00 320.00 245,760.00
21 54" RCP 342 LF 165.00 56,430.00 208.00 71,136.00 200.00 68,400.00
22 60" RCP 226 LF 180.00 40,680.00 243.00 54,918.00 225.00 50,850.00
23 Type I Junc Struc 2 EA 7,000.00 14,000.00 5995.00 11,990.00 7,500.00 15,000.00
24 Type II Junc Struc 1 EA 13,500.00 13,500.00 5832.00 5,832.00 15,000.00 15,000.00
25 OCP Inlet 1 EA 1,800.00 1,800.00 2844.00 2,844.00 3,500.00 3,500.00
26 Pavement Restoration 18,165 SF 2.00 36,330.00 4.38 79,562.70 4.40 79,926.00
27 Type II Man Hole 7 EA 3,000.00 21,000.00 2247.00 15,729.00 5,000.00 35,000.00
28 Catch Basin (28') 1 EA 6,000.00 6,000.00 12297.00 12,297.00 7,000.00 7,000.00
29 Catch Basin (21') 9 EA 4,800.00 43,200.00 8808.00 79,272.00 5,000.00 45,000.00
30 Catch Basin (14') 2 EA 4,000.00 8,000.00 6109.00 12,218.00 4,000.00 8,000.00
00023
Exhibit 1 (8 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Morpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule I: Moorpark Ave
31 Remove RC Box 60 LF 50.00 3,000.00 64.00 3,840.00 160.00 9,600.00
32 Remove 'V' Ditch 60 LF 3.00 180.00 16.00 960.00 20.00 1,200.00
33 Juno Struc /4 2 EA 2,000.00 4,000.00 5164.00 10,328.00 700.00 1,400.00
34 1" Air Vac 1 EA 2,200.00 2,200.00 1559.00 1,559.00 1,750.00 1,750.00
35 Surveying 1 LS 11,000.00 11,000.00 7000.00 7,000.00 5,000.00 5,000.00
36 Caltrans Permit 1 LS 6,000.00 6,000.00 2,800.00 2,800.00 3,000.00 3,000.00
37 GT3 Inlet w/ grate 1 EA 6,000.00 6,000.00 5081.00 5,081.00 5,000.00 5,000.00
38 Traffic Control 1 LS 9,500.00 9,500.00 18,979.00 18,979.00 5,000.00 5,000.00
39 8" RCP 26 LF 20.00 520.00 48.50 1,261.00 50.00 1,300.00
40 Connect to 60" Stub 1 LS 1,750.00 1,750.00 7213.00 7,213.00 1,500.00 1,500.00
41 10" Water Valve 1 EA 3,000.00 3,000.00 2,835.00 2,835.00 3,500.00 3,500.00
42 Relocate Water Serv. 9 EA 1,600.00 14,400.00 722.00 6,498.00 700.00 6,300.00
43 Concrete Collar 1 EA 600.00 600.00 387.00 387.00 750.00 750.00
44 Signing & Striping 1 LS 4,500.00 4,500.00 8300.00 8,300.00 67,500.00 67,500.00
45 Mobilization 1 LS 91,500.00 91,500.00 8743.00 8,743.00 60,000.00 60,000.00
46 Replace Loops 24 EA 225.00 5,400.00 226.00 5,424.00 400.00 9,600.00
47 Temporary Pavement 1 LS 1,500.00 1,500.00 7989.00 7,989.00 2,500.00 2,500.00
48 Earthwork 1 LS 7,600.00 7,600.00 15400.00 15,400.00 15,000.00 15,000.00
49 1" A/C cap on exist. 7,820 SF 0.50 3,910.00 0.75 5,865.00 0.60 4,692.00
50 Release 1 LS 111.00 111.00 1.00 1.00 1.00 1.00
Total Schedule I -- Moorpark Ave. ONLY: 998,724.50 1,088,325.26 1,309,046.00
Alternate for Night Work 0.00 18,564.00 15,000.00
Total Schedule I -- Moorpark Ave. ONLY: 998,724.50 1,106,889.26 1,324,046.00
With ALternate for Night Work
OOO2a,Ds
Exhibit 1 (9 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Morpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIA: Moorpark Ave
1 New A/C 14,950 SF 1.45 21,677.50 1.00 14,950.00 1.30 19,435.00
2 6" Curb/gutter 846 LF 12.00 10,152.00 10.60 8,967.60 13.20 11,167.20
3 8" Cross gutter 1,440 SF 6.00 8,640.00 6.20 8,928.00 7.50 10,800.00
4 12" Class II AB 8,800 SF 1.25 11,000.00 1.50 13,200.00 1.70 14,960.00
5 Remove A/C 6 Base 782 CY 11.00 8,602.00 35.00 27,370.00 41.40 32,374.80
6 4" Sidewalk 3,360 SF 3.00 10,080.00 3.20 10,752.00 3.70 12,432.00
7 fl/C Ramp 523 SF 4.00 2,092.00 5.00 2,615.00 6.00 3,138.00
8 Local Depression 1,408 SF 8.00 11,264.00 5.12 7,208.96 6.50 9,152.00
9 Adj. Valve Covers 5 EA 100.00 500.00 74.00 370.00 250.00 1,250.00
10 Adj. Man Hole 2 EA 600.00 1,200.00 450.00 900.00 400.00 800.00
11 Remove Curb 846 LF 3.00 2,538.00 5.00 4,230.00 5.50 4,653.00
12 18" RCP 144 LF 98.00 14,112.00 69.00 9,936.00 85.00 12,240.00
13 21" RCP 585 LF 110.00 64,350.00 55.00 32,175.00 50.00 29,250.00
14 24" RCP 27 LF 111.00 2,997.00 78.00 2,106.00 100.00 2,700.00
15 30" RCP 386 LF 123.00 47,478.00 74.00 28,564.00 120.00 46,320.00
16 36" RCP 396 LF 135.00 53,460.00 85.00 33,660.00 130.00 51,480.00
17 39" RCP 305 LF 141.00 43,005.00 137.00 41,785.00 145.00 44,225.00
18 45" RCP 464 LF 152.00 70,528.00 134.00 62,176.00 160.00 74,240.00
19 48" RCP 470 LF 157.00 73,790.00 223.00 104,810.00 320.00 150,400.00
20 51" RCP 768 LF 161.00 123,648.00 270.00 207,360.00 320.00 245,760.00
21 54" RCP 342 LF 165.00 56,430.00 208.00 71,136.00 200.00 68,400.00
22 60" RCP 226 LF 180.00 40,680.00 243.00 54,918.00 225.00 50,850.00
23 Type I Junc Struc 2 EA 7,000.00 14,000.00 5995.00 11,990.00 7,500.00 15,000.00
24 Type II Junc Struc 1 EA 13,500.00 13,500.00 5832.00 5,832.00 15,000.00 15,000.00
25 OCP Inlet 1 EA 1,800.00 1,800.00 2844.00 2,844.00 3,500.00 3,500.00
26 Pavement Restoration 18,165 SF 2.00 36,330.00 4.38 79,562.70 4.40 79,926.00
27 Type II Man Hole 7 EA 3,000.00 21,000.00 2247.00 15,729.00 5,000.00 35,000.00
28 Catch Basin (28') 1 EA 6,000.00 6,000.00 12297.00 12,297.00 7,000.00 7,000.00
29 Catch Basin (21') 9 EA 4,800.00 43,200.00 8808.00 79,272.00 5,000.00 45,000.00
30 Catch Basin (14') 2 EA 4,000.00 8,000.00 6109.00 12,218.00 4,000.00 8,000.00
000239
Exhibit 1 (10 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Morpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIA: Moorpark Ave
31 Remove RC Box 60 LF 50.00 3,000.00 64.00 3,840.00 160.00 9,600.00
32 Remove 'V' Ditch 60 LF 3.00 180.00 16.00 960.00 20.00 1,200.00
33 Junc Struc 14 2 EA 2,000.00 4,000.00 5164.00 10,328.00 700.00 1,400.00
34 1" Air Vac 1 EA 2,200.00 2,200.00 1559.00 1,559.00 1,750.00 1,750.00
35 Surveying 1 LS 11,000.00 11,000.00 7000.00 7,000.00 5,000.00 5,000.00
36 Caltrans Permit 1 LS 6,000.00 6,000.00 2,800.00 2,800.00 3,000.00 3,000.00
37 GT3 Inlet w/ grate 1 EA 6,000.00 6,000.00 5081.00 5,081.00 5,000.00 5,000.00
38 Traffic Control 1 LS 9,500.00 9,500.00 18,979.00 18,979.00 5,000.00 5,000.00
39 8" RCP 26 LF 20.00 520.00 48.50 1,261.00 50.00 1,300.00
40 Connect to 60" Stub 1 LS 1,750.00 1,750.00 7213.00 7,213.00 1,500.00 1,500.00
41 10" Water Valve 1 EA 3,000.00 3,000.00 2,835.00 2,835.00 3,500.00 3,500.00
42 Relocate Water Serv. 9 EA 1,600.00 14,400.00 722.00 6,498.00 700.00 6,300.00
43 Concrete Collar 1 EA 600.00 600.00 387.00 387.00 750.00 750.00
44 Signing & Striping 1 LS 4,500.00 4,500.00 8300.00 8,300.00 67,500.00 67,500.00
45 Mobilization 1 LS 91,500.00 91,500.00 8743.00 8,743.00 60,000.00 60,000.00
46 Replace Loops 24 EA 225.00 5,400.00 226.00 5,424.00 400.00 9,600.00
47 Temporary Pavement 1 LS 1,500.00 1,500.00 7989.00 7,989.00 2,500.00 2,500.00
48 Earthwork 1 LS 7,600.00 7,600.00 15400.00 15,400.00 15,000.00 15,000.00
49 1" A/C cap on exist. 7,820 SF 0.50 3,910.00 0.75 5,865.00 0.60 4,692.00
50 Release 1 LS 111.00 111.00 1.00 1.00 1.00 1.00
Sub-total Schedule IIA -- Moorpark Ave.: 998,724.50 1,088,325.26 1,309,046.00
Alternate for Night Work 0.00 18,564.00 15,000.00
Sub-total Schedule IIA -- Moorpark Ave.: 998,724.50 1,106,889.26 1,324,046.00
with Alternate for Night Work
000Zek€
Exhibit 1 (11 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Horpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIB: Spring Rd
1 6" A/C 4,200 SF 2.00 8,400.00 2.40 10,080.00 2.80 11,760.00
2 Curb/gutter 350 LF 12.00 4,200.00 14.00 4,900.00 17.80 6,230.00
3 12" Class II AB 4,200 SF 1.25 5,250.00 2.80 11,760.00 3.25 13,650.00
4 Remove A/C & Base 986 CY 11.00 10,846.00 20.00 19,720.00 23.50 23,171.00
5 Local Depression 1,101 SF 8.00 8,808.00 5.12 5,637.12 6.50 7,156.50
6 Adj. Valve Covers 12 EA 100.00 1,200.00 240.00 2,880.00 250.00 3,000.00
7 Adj. Han Hole 4 EA 600.00 2,400.00 500.00 2,000.00 400.00 1,600.00
8 Remove Curb 350 LF 3.00 1,050.00 6.00 2,100.00 6.90 2,415.00
9 18" RCP 235.31 LF 98.00 23,060.38 69.50 16,354.05 70.00 16,471.70
10 24" RCP 264.18 LF 111.00 29,323.98 48.85 12,905.19 75.00 19,813.50
11 42" RCP 331.02 LF 150.00 49,653.00 134.70 44,588.39 110.00 36,412.20
12 39" RCP 345.70 LF 141.00 48,743.70 115.60 39,962.92 110.00 38,027.00
13 45" RCP 79.64 LF 152.00 12,105.28 179.00 14,255.56 125.00 9,955.00
14 48" RCP 677.45 LF 157.00 106,359.65 157.50 106,698.38 135.00 91,455.75
15 51" RCP 178.30 LF 161.00 28,706.30 178.00 31,737.40 150.00 26,745.00
16 46" x 68" RCP 250.57 LF 411.00 102,984.27 581.00 145,581.17 350.00 87,699.50
17 Junc Struc Std 331-0 8 EA 900.00 7,200.00 2140.00 17,120.00 1,000.00 8,000.00
18 Junc Struc Std 332-0 1 EA 3,000.00 3,000.00 2536.00 2,536.00 1,000.00 1,000.00
19 30" RCP 60.12 LF 123.00 7,394.76 185.00 11,122.20 90.00 5,410.80
20 Mod Exist J S #333-0 1 EA 2,500.00 2,500.00 2223.00 2,223.00 7,500.00 7,500.00
21 A/C R&R 1,200 SF 2.50 3,000.00 5.00 6,000.00 4.00 4,800.00
22 Catch Basin (7') 1 EA 2,500.00 2,500.00 3704.00 3,704.00 4,000.00 4,000.00
23 Pavement Restoration 13,562 SF 2.00 27,124.00 2.80 37,973.60 4.40 59,672.80
24 Man Hole Std 320-0 6 EA 3,000.00 18,000.00 1975.00 11,850.00 4,000.00 24,000.00
25 Catch Basin (24') 2 EA 5,000.00 10,000.00 6976.00 13,952.00 6,000.00 12,000.00
26 Catch Basin (21') 5 EA 4,200.00 21,000.00 6632.00 33,160.00 5,000.00 25,000.00
27 Catch Basin (14') 2 EA 3,500.00 7,000.00 5131.00 10,262.00 4,500.00 9,000.00
28 Remove Exist RCP 60 LF 25.00 1,500.00 129.00 7,740.00 50.00 3,000.00
29 Surveying 1 LS 7,000.00 7,000.00 4000.00 4,000.00 7,500.00 7,500.00
30 Caltrans Permit 1 LS 1,200.00 1,200.00 2800.00 2,800.00 3,500.00 3,500.00
Exhibit 1 (12 of 12)
CITY OF MOORPARK Bidder VENDOR 3 VENDOR 4 VENDOR 5
Bid Results
March 29, 1996 NAME: AFR Construction Sully-Miller Turf Construction
ADDRESS: 11 N. 5th Ave. 3555 Vineyard Ave 1535 Flynn Rd
Morpark Avenue CITY, STATE: Arcadia, CA 91006 Oxnard, CA 93030 Camarillo, CA 93012
Spring Road PHONE NUMBER: (818) 358-2505 (805) 981-4275 (805) 482-9876
Storm Drain CONTACT PERSON: Arnold Richter Ronald Pierson Robert Taylor
ITEM DESCRIPTION Est Qty Units UNIT $ TOTAL BID UNIT $ TOTAL BID UNIT $ TOTAL BID
Schedule IIB: Spring Rd
31 Traffic Control 1 LS 8,000.00 8,000.00 12179.00 12,179.00 5,000.00 5,000.00
32 Relocate Fire Hydrant 1 EA 3,500.00 3,500.00 1,279.64 1,279.64 6,500.00 6,500.00
33 Concrete Collar 2 EA 600.00 1,200.00 387.00 774.00 1,000.00 2,000.00
34 Signing & Striping 1 LS 7,500.00 7,500.00 11000.00 11,000.00 82,500.00 82,500.00
35 Mobilization 1 LS 65,000.00 65,000.00 9229.00 9,229.00 10,000.00 10,000.00
36 Replace Loops 1 LS 225.00 225.00 300.00 300.00 3,000.00 3,000.00
37 Earthwork 1 LS 2,500.00 2,500.00 4600.00 4,600.00 5,000.00 5,000.00
38 2" A/C Overlay 42,745 SF 1.35 57,705.75 0.55 23,509.75 0.60 25,647.00
39 Relocate Guy Wire 1 LS 1,500.00 1,500.00 600.00 600.00 1,500.00 1,500.00
40 R&R Cross Gutter 710 SF 9.00 6,390.00 6.20 4,402.00 7.50 5,325.00
41 Cold Mill Exist. A/C 1,380 SY 3.00 4,140.00 5.00 6,900.00 6.90 9,522.00
42 Release 1 LS 111.00 111.00 1.00 1.00 1.00 1.00
Sub-total Schedule IIB: Spring Road 719,281.07 710,377.37 725,940.75
Alternate for Night Work 0.00 17,856.00 15,000.00
Schedule IIB w/ Alternate 719,281.07 728,233.37 740,940.75
Total Schedule IIA & IIB
Moorpark Ave. & Spring Road 1,718,005.57 1,798,702.63 2,034,986.75
Schedule IIA & IIB w/ Alternates 1,718,005.57 1,835,122.63 2,064,986.75