HomeMy WebLinkAboutAGENDA REPORT 1999 0602 CC REG ITEM 11F ITEM
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CITY OF MOORPARK BY: .. w. .Y.._,_, _R�
AGENDA REPORT
TO: The Honorable City Council
Moorpark Redevelopment Agency
FROM: Kenneth C. Gilbert, Director of Public Works
DATE: May 21, 1999 (Council Meeting 6-2-99)
SUBJECT: Consider Bids for the 1999 Asphalt Overlay Project
DISCUSSION
A. Project Scope
A summary of the scope of work for the subject project is
attached as Exhibit 1.
B. Bid Results :
Bids for the subject project were received and opened on May
20, 1998 . The apparent low bidder is Nye & Nelson, Inc. , with a
bid of $1, 306, 148 .25 . A summary of the bid results is attached
as Exhibit 2 . It has been determined that the apparent low
bidder is qualified to perform the work. Said bidder has
confirmed that their bid is valid and that they are prepared to
proceed with the construction of the project .
C. Fiscal Impact
1. Construction Cost Estimate: The estimated cost of
construction is summarized as follows :
Description Bid Price Contingency (10%) Total
Major Streets $821, 115 $82, 112 $903,227
Local Streets $485, 034 $48, 503 $553, 537
Total $1,306, 148 $130, 615 $1,436, 764
Acovrly99_awd
0005r
1999 Asphalt Overlay
May 21, 1999
Page 2
2 . Total Project Cost Estimate : The estimated total project
costs are summarized as follows :
• Construction (with Contingency) $1, 436, 764
• Design $ 119, 061
• Design Support $ 5, 000
• Admin & Insp. $ 106, 000
TOTAL $1, 666, 825
3 . Funding Sources
• Summary:
Attached as Exhibit 3 is a summary breakdown of the
funding sources for the subject project .
• Major Streets:
> Federal STP Grant (Fund 244) : The City is in receipt
of a Federal Surface Transportation Program(STP) grant
in the amount of $663, 999 . These funds may be applied
to only 88 .5% of the total construction costs for
arterial and collector streets only. In order to fully
utilize these funds, the construction costs for the
major streets must exceed $750, 282 . In that the bid
amount exceeds this minimum, the total amount of the
grant funds will be received.
> SLTPP (Fund 246) : The amount of the contract exceeding
$750, 282 is eligible to be partially funded (13 . 88%)
by a State-Local Transportation Partnership Program
(SLTPP) grant . The amount of SLTPP grant funding the
Major Streets is $9, 832 .
> LTF (Fund 203) : The local share matching funds, plus
all non-construction costs and contingencies, are
funded by the Local Transportation Fund (Fund 203) .
• Local Streets :
> SLTPP (Fund 246) : A State-Local Transportation
Partnership Program (SLTPP) grant will fund 13 . 88% of
the construction cost of the Local Streets, up to a
maximum of $83 , 280 (portion of construction local
streets construction cost to be partially funded by
SLTPP grant funds may not exceed $600, 000) . In that
the total construction costs for Local Streets is only
$485, 034, the total amount of SLTPP funds for Local
Streets is only $67, 323 .
> BRA (Fund 400) : Certain of the Local Streets are to be
partially funded by the MRA. Those streets are listed
as follows :
1. Spring Road (north of High Street)
2 Fitch Avenue (see Repair Deposit below)
3 . Minor Street
4 . Roberts Avenue
5 . Harry Street
6 . Ruth Avenue
7 . Dorothy Avenue
Acoverlay99_awd
00055..;
1999 Asphalt Overlay
May 21, 1999
Page 3
As mentioned above a small portion of the construction
costs for these Local Streets is to be funded by the
SLTPP grant . The remainder of the construction costs,
plus contingencies and attributable non-construction
cost, will be funded by the MRA.
> LTF (Fund 203) : Certain of the Local Streets are to be
partially funded by the Local Transportation Fund
(Fund 203) . A list of those streets is as follows :
1 . Marquette Street
2 Gabbert Road (north of RxR)
3 . Mt . Trail Court
As mentioned above a small portion of the construction
costs for these Local Streets is to be funded by the
SLTPP grant . The remainder of the construction costs,
plus contingencies and attributable non-construction
cost, will be funded by the Fund 203 .
> Repair Deposit (Fitch Avenue) : A portion of the cost
of the Fitch Avenue Overlay will be funded by monies
paid to the City by the contractor retained by
Caltrans _ to construct the new Caltrans Maintenance
Yard and the cul-de-sac at the end of the street. That
payment was made in-lieu of constructing repairs
required by the City' s inspector. The amount of the
payment was $3 , 065 . Said amount was deposited into
Fund 203 to off-set the work to be constructed by the
subject contract .
> Grant Deadline: One of the prerequisites of the SLTPP
grant is that the construction contract be awarded
prior to July 1, 1999 .
4 . Budget Amendment: It is recommended that the FY 1998/99
Budget be amended to reflect the above suggested funding
sources and amounts . Resolutions are attached for this
purpose. A summary of the recommended changes is as follows :
Item Current
Budget Revised
Amount($) Change ($) Total ($)
Fund 244:
Federal STP Grant 480, 000 183, 999 663, 999
Fund 246:
SLTPP Grant 0 77, 154 77,154.
Fund 203 :
Local Trans Fund 334,477 357, 730 691, 847
814,477 618, 523 1,433, 000
MRA 0 235, 000 235, 000
Revised Budget 814,477 853,523 1,668, 000
D. Schedule
It is anticipated that construction should start in late June
or early July and be completed by September.
Acoverlay99_awd
000s
1999 Asphalt Overlay
May 21, 1999
Page 4
E. DBE Compliance
The apparent low bidder, Nye and Nelson, has provided the City
with documents which adequately demonstrate that they meet or
exceed the Federal grant requirements pertaining to the use of
Disadvantaged Business Enterprise (DBE) firms as sub-
contractors or suppliers on the project .
STAFF RECOMMENDATIONS (ROLL CALL VOTE)
A. Moorpark Redevelopment Agency (MRA) : Staff recommends that
the MRA take the following actions :
1 . Adopt Resolution 99 - approving an amendment to the
FY 1998/99 Budget by increasing the appropriation and
budget for the subject project from $0 to $235, 000
($235, 000 increase) .
B. City of Moorpark: Staff recommends that the City Council take
the following actions :
1 . Adopt Resolution 99 - approving an amendment to the
FY 1998/99 Budget by increasing the appropriation and
budget for the subject project as follows : a) Fund 244 :
from $480, 000 to $663 , 999 ($183 , 999 increase) ; b) Fund
246 : from $0 to $77, 154 ($77, 154 increase) ; c) Fund 203 :
from $334, 477 to $691, 847 ($357, 370 increase) .
2 . Award a contract to Nye & Nelson, Inc. in the amount of
$1, 306, 148 .25 for the construction of the subject project .
3 . Approve a ten percent (10%) contingency for the project and
authorize the City Manager to approve additional work, if
required, for a cost not to exceed said contingency; and,
4 . Authorize the City Manager to sign necessary contract
documents.
Acoverl ay9 9_awd 000551
Exhibit 1 : Project Score
Page 1
A. Street Segments
Using the findings contained in the City' s Pavement Management
System, staff (with the assistance of the Engineering Division)
developed a list of streets requiring an Asphalt Overlay and/or
• reconstruction. For reasons related to funding sources (which
are discussed below) the streets requiring rehabilitation have
been segregated into two groups -- Major Streets and Local
Streets . These streets which are included in the subject
project are identified on the attached map (Exhibit 1) and
listed as follows :
• Major Streets
1) Collins : University to Campus Park
2) Campus Park: Marquette to 200 ' n/o Cambridge
3) Princeton: freeway to Campus Park
4) High St : Spring to Moorpark
5) Spring: L A Ave to Arroyo Bridge
6) Christian Barrett Drive
7) Tierra Rejada Road (E/B lanes e/o Spring)
8) Gabbert Road at Commerce Avenue
9) Portion of Spring Rd. Between Bridge and Peach Hill Rd.
• Local Streets:
a) Marquette: Marquette Circle to Campus Park Drive
b) Spring Rd N/O High St.
c) Fitch: Minor to end
d) Minor: Flinn to Fitch
e) Roberts : East of Harry
f) Harry: Dorothy to Sherman
g) Ruth: Harry to Millard
h) Dorothy: Harry to Millard
i) Gabbert : North of Poindexter
j ) Mt . Trail Street : Walnut Creek to east end
B. Rehabilitation Efforts
1 . Types of Rehab: The types of pavement rehabilitation to be
constructed are generally described as follows :
• R&R: Remove & Replace A/C in designated areas;
• L: Placement of a one inch (1") leveling course;
• F: Placement of reinforcing fabric;
• l%Z"-3" : Construction of an asphalt overlay ranging in
thickness from 1%" to 3" .
Acovrly99_awd 0005c-
Exhibit 1 : Project Scope
Page 2
2 . Details: Listed below are the subject street segments along
with the type of rehabilitation to be constructed and
certain background information where required:
• Major Streets
Street Type Remarks
1 Collins Drive R&R; 1%"-3" ;F;L See below
2 Campus Park Drive R&R;2"-3" ;F;L See below
3 Princeton Avenue
4 High Street 3" ;F;L
5 Spring Rd (n/o bridge) 2%" ;F;L
6 Christian Barrette 3" :F; :L
7 Tierra Rejada Road 1%" ;F;L See below.
8 Gabbert Rd (@ Commerce) R&R only R&R patch only
9 Spring Rd m/o Pch Hill 2" : F
• Local Streets:
Street Type Remarks
A Marquette R&R;2" ;F;L
B Spring Rd (n/o High) R&R;1%" ;F;L
C Fitch 14" ;F;L See below
D Minor 1W' ;F;L
E Roberts 2%" ;F;L
F Harry R&R;1%" ;F;L
G Ruth R&R;134" ;F
H Dorothy R&R; 1%" ;F
I Gabbert Rd R&R;2%"-4" ;F;L See below
J Mt . Trail St R&R;2" ;F
3 . Grinding:
• The edges of every street (at the lip of gutter) will
be ground down to allow the overlay to meet the
elevation of the existing gutters .
• Grinding will also occur at the median curbs to
minimize the loss of curb height .
• On streets which receive only a 1%" overlay (i .e.
Spring Rd @ New L. A. Ave . ) , the grinding at the
median curb will result in no loss of curb height .
• On streets with the thickest overlay (i . e . Campus
Park Dr. ) , it is expected that the grinding will keep
the loss of curb height to approximately 1 . 8" .
• It is expected that the loss of median curb height on
the majority of the streets will be less than 1" .
4 . Remarks:
• Collins Drive: An area of severe cracking just north
of west University Drive will be reconstructed.
Reconstruction will include removal, replacement and
re-compaction of the base material .
00055i
Exhibit 1 : Project Scope
Page 3
• Campus Park Drive : The type of construction east of
Princeton calls for a 3" overlay (with fabric) placed
upon a 1" leveling. Due to the need for this added
thickness, the entire width nf the street in this area
will be ground down one inch.
• Tierra Rejada Road: Altl-'ough this roadway was
constructed in 1995, cracking has occurred in certain
areas . The cracking is the result of settling in an
area where it was necessary, for cost savings
reasons, to terminate removal efforts of poor soils .
The cost of the proposed repairs will be less than
the cost of complete removal and replacement of the
"poor" soils during the initial construction
• Fitch Avenue : The cost of the improvements to the cul-
de-sac at the end of Fitch Avenue will be funded by
monies paid to the City by the contractor retained by
Caltrans to construct the new Caltrans Maintenance
Yard. That payment ($3 , 065 which was placed into Fund
203) was made in-lieu of constructing repairs required
by the City' s inspection immediately following the
construction of the cul-de-sac .
• Gabbert Road (north of rail) : Some areas will receive
a 4" overlay. Also, a decomposed granite pathway is to
be constructed along the east side of the street where
possible.
• Gabbert Road (@ Commerce) : Distressed areas will be
removed and replaced, with no Asphalt Overlay.
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LOCAL STREETS MAJOR STREETS
/ A. Marquette Street I. Collins Drive . . f
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B. Spring Road north of High Street 2. Campus Park Drive west of Marquette Street
C. Fitch Avenue 3. Princeton Avenue north of the freeway '',•:16V.
et// D. Minor Street 4. High Street(Moorpark Avenue to Spring Road , fy, ,..
E. Roberts Avenue east of Harry Street 5. Spring Road,New Los Angeles Avenue to Bridge .L,—,:-\, .fi".......A
F. Harry Street
100011,4 • IV
G. Ruth Avenue 7.Tierra Rcjada Road 1,;_ti . ,ifLo. .,4
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H. Dorothy Avenue 8.Gabbed Road
I. Gabbert Road north of RxR
Trail east of Walnut Creek Road
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. .. ,,, 1999 NC Overlay Project
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CIIY OF MOORPARK
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I Lag . 1111M MININIMI
City of Moorpark Exhibit 2
Bid Results Page 1 of 2
Asphalt Overly 1998
Vendor 1 Vendor 2
Bid Opening: Name: Engineer's Estimate Nye&Nelson,Inc. Silvia Construction,Inc.
20-May-99 Address: 2497 E.Harbor Blvd.,Suite 3 9007 Center Avenue
Cit,State: Ventura,CA 93001 Rancho Cucamonga,CA 91730
Tel.No.: (805)654-1682 (909)481-8118
Contact Person: Ruric Nye Joseph Silvia
Item Description Qty Units Unit Cost Total Bid Unit Cost Total Bid Unit Cost Total Bid
Local Streets
Al Traffic Control 1 LS 5,000.00 5,000.00 15,239.00 15,239.00 32,000.00 32,000.00
A2 Saw Cutting 1,200 LF 2.00 2,400.00 0.30 360.00 1.40 1,680.00
A3 Blue Fire Hyudrant Marker 18 EA 4.00 72.00 8.50 153.00 8.50 153.00
A4 DC Pathway 53 CY 50.00 2,650.00 107.00 5,671.00 210.00 11,130.00
A5 PMB 516 CY 15.00 7,740.00 59.00 30,444.00 92.00 47,472.00
A6 Signing/Striping 1 LS 4,873.00 4,873.00 7,061.00 7,061.00 7,200.00 7,200.00
A7 Adj MH 41 EA 300.00 12,300.00 200.00 8,200.00 170.00 6,970.00
A8 Adj Valve Cover 42 EA 100.00 4,200.00 190.00 7,980.00 144.00 6,048.00
A9 Cold Planing 161,047 SF 0.15 24,157.05 0.20 32,209.40 0.14 22,546.58
A10 A/C Pavement 7,745 Ton 34.01 263,407.45 37.00 286,565.00 40.00 309,800.00
All NC Fill 1 LS 500.00 500.00 4,840.00 4,840.00 14,700.00 14,700.00
Al2 Fabric 49,956 SY 0.75 37,467.00 0.86 42,962.16 0.79 39,465.24
A13 Weed Control 1 LS 500.00 500.00 1,348.00 1,348.00 5,300.00 5,300.00
A14 Remove A/C&Base 1,036 CY 25.00 25,900.00 33.00 34,188.00 52.00 53,872.00
A15 12"CMP 32 LF 50.00 1,600.00 55.00 1,760.00 216.00 6,912.00
A16 Traffic Loops 6 EA 200.00 1,200.00 210.00 1,260.00 203.00 1,218.00
A17 Earthwork 1 LS 5,000.00 5,000.00 4,792.00 4,792.00 12,400.00 12,400.00
A18 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Sub-Total Local Streets 398,967.50 485,033.56 578,867.82
Arterial Streets
B1 Traffic Control 1 LS 71,800.00 71,800.00 6,901.00 6,901.00 25,000.00 25,000.00
B2 Saw Cutting 760 LF 2.00 1,520.00 0.30 228.00 1.40 1,064.00
B3 Earthwork 1 LS 1,000.00 1,000.00 1,200.00 1,200.00 9,600.00 9,600.00
84 Blue Fire Hyudrant Marker 27 EA 4.00 108.00 10.00 270.00 8.50 229.50
05 PMB 144 CY 15.00 2,160.00 60.00 8,640.00 105.00 15,120.00
B6 Signing/Striping 1 LS 26,062.00 26,062.00 15,500.00 15,500.00 15,600.00 15,600.00
B7 Adj MH 55 EA 300.00 16,500.00 190.00 10,450.00 170.00 9,350.00
88 Adj Valve Cover 55 EA 100.00 5,500.00 180.00 9,900.00 144.00 7,920.00
B9 Cold Planing 580,983 SF 0.15 87,147.45 0.18 104,576.94 0.12 69,717.96
B10 A/C Pavement 16,447 Ton 34.05 560,020.35 34.00 559,198.00 36.00 592,092.00
B11 A/C Fill 1 LS 2,100.00 2,100.00 8,000.00 8,000.00 15,000.00 15,000.00
B12 Fabric 89,037 SY 0.75 66,777.75 0.75 66,777.75 0.79 70,339.23
B13 Weed Control 1 LS 1,000.00 1,000.00 1,200.00 1,200.00 5,000.00 5,000.00
B14 Remove A/C&Base 253 CY 25.00 6,325.00 44.00 11,132.00 76.00 19,228.00
B15.Traffic Loops 37 EA 200.00 7,400.00 220.00 8,140.00 203.00 7,511.00
816 Slurry Seal 45 ELT 75.00 3,375.00 200.00 9,000.00 310.00 13,950.00
817 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Sub-Total Arterial Streets 858,796.55 821,114.69 876,722.69
Total 1,257,764.05 1,306,149.25 1,455,590.51
t.i ray cV.r
City of Moorpark Exhibit 2
Bid Results Page 2 of 2
Asphalt Overly 1998
Vendor 3 Vendor 4 Vendor 5
Bid Opening: Name: Granite Construction Co. Berry General Engineering Sully-Miller Contracting Co.
20-May-99 Address: 585 W.Beach Street 4045 N.South Bank Road 3555 Vineyard Avenue
Cit,State: Watsonville,CA 95077 Oxnard,CA 93031 Oxnard,CA 93030
Tel.No.: (831)724-1011 (805)485-9826 (805)981-4275
Contact Person: David Watts Dan Berry Ron Salcido
Item Description City Units Unit Cost Total Bid Unit Cost Total Bid Unit Cost Total Bid
- Local Streets
Al Traffic Control 1 LS 18,380.25 18,380.25 25,100.00 25,100.00 20,000.00 20,000.00
A2 Saw Cutting 1,200 LF 1.50 1,800.00 2.80 3,360.00 3.65 4,380.00
A3 Blue Fire Hyudrant Marker 18 EA 10.00 180.00 8.50 153.00 11.00 198.00
A4 DC Pathway 53 CY 68.00 3,604.00 148.00 7,844.00 130.00 6,890.00
A5 PMB 516 CY 45.00 23,220.00 75.00 38,700.00 115.00 59,340.00
A6 Signing/Striping 1 LS 7,200.00 7,200.00 7,185.00 7,185.00 10,000.00 10,000.00
A7 Adj MH 41 EA 170.00 6,970.00 185.00 7,585.00 175.00 7,175.00
A8 Adj Valve Cover 42 EA 150.00 6,300.00 156.00 6,552.00 150.00 6,300.00
A9 Cold Planing 161,047 SF 0.25 40,261.75 0.18 28,988.46 0.17 27,377.99
Al0 NC Pavement 7,745 Ton 41.00 317,545.00 36.80 285,016.00 43.50 336,907.50
•
All NC Fill 1 LS 11,000.00 11,000.00 4,910.00 4,910.00 13,000.00 13,000.00
Al2 Fabric 49,956 SY 0.75 37,467.00 1.20 , 59,947.20 1.05 52,453.80
A13 Weed Control 1 LS 1,425.00 1,425.00 4,235.00 4,235.00 3,500.00 3,500.00
A14 Remove A/C&Base 1,036 CY 24.50 25,382.00 51.00 52,836.00 65.50 67,858.00
A15 12"CMP 32 LF 41.00 1,312.00 113.00 3,616.00 120.00 3,840.00
Alb Traffic Loops 6 EA 200.00 1,200.00 205.00 1,230.00 215.00 1,290.00
A17 Earthwork 1 LS 13,000.00 13,000.00 8,500.00 8,500.00 18,500.00 18,500.00
A18 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00 1
Sub-Total Local Streets 516,248.00 545,758.66 639,011.29
Arterial Streets
B1 Traffic Control 1 LS 19,596.46 19,596.46 43,825.00 43,825.00 25,000.00 25,000.00
B2 Saw Cutting 760 LF 2.20 1,672.00 2.80 2,128.00 5.75 4,370.00
B3 Earthwork 1 LS 8,830.00 8,830.00 5,220.00 5,220.00 5,500.00 5,500.00
B4 Blue Fire Hyudrant Marker 27 EA 10.00 270.00 8.50 229.50 11.00 297.00
B5 PMB 144 CY 44.00 6,336.00 75.00 10,800.00 122.00 17,568.00
86 Signing/Striping 1 LS 15,600.00 15,600.00 15,600.00 15,600.00 23,000.00 23,000.00
87 Adj MH 55 EA 170.00 9,350.00 228.00 12,540.00 175.00 9,625.00
B8 Adj VaNe Cover 55 EA 150.00 8,250.00 179.00 9,845.00 150.00 8,250.00
B9 Cold Planing 580,983 SF 0.23 133,626.09 0.18 104,576.94 0.17 98,767.11
B10 NC Pavement 16,447 Ton 38.00 624,986.00 36.80 605,249.60 37.00 608,539.00
B11 NC Fill 1 LS 16,744.00 16,744.00 6,495.00 6,495.00 18,000.00 18,000.00
B12 Fabric 89,037 SY 0.85 75,681.45 1.20 106,844.40 0.93 82,804.41
B13 Weed Control 1 LS 1,980.00 1,980.00 8,582.00 8,582.00 5,500.00 5,500.00
B14 Remove A/C&Base 253 CY 25.00 6,325.00 51.00 12,903.00 99.50 25,173.50
B15 Traffic Loops 37 EA 200.00 7,400.00 205.00 7,585.00 215.00 7,955.00
816 Slurry Seal 45 ELT 300.00 13,500.00 309.00 13,905.00 320.00 14,400.00
B17 Release 1 LS 1.00 1.00 1.00 1.00 1.00 1.00
Sub-Total Arterial Streets 950,148.00 966,329.44 954,750.02
Total 1,466,396.00 1,512,088.10 1,593,761.31
000563
Exhibit 3
Project Cost Estimate
Funding Detail
[File#acovrly99_cost3]
Local Funds Grant Funds
Fund 203 Fund 400 Fund 246 Fund 244
Item Description LTF MRA SLTPP Fed.STP Total
Construction
Major Streets
Federal Grant 86,282 c 663,999 b 750,281 a
State Grant 61,002 f 9,832 e 70,834 d
Sub-total 147,285 9,832 663,999 821,115
Plus 10%Contingency 82,112 «««< «««< 82,112
Total Major Streets 229,396 9,832 663,999 903,227
Local Streets
Marquette Street
Gabbert(n/o Poindexter)
Mt Trail(e/o Walnut Creek)
0.57 238,095 I 38,374 I. 276,469.38 g
Spring(n/o High St)
Fitch Ave.
Minor St.
Robert St
Harry St
Ruth Ave
Dorothy
0.43 179,616 k 28,949 j 208,564.62 h
Sub-total 238,095 179,616 67,323 485,034
Plus 10%Contingency 6,732 «««< 6,732
Plus 10%Contingency 23,810 17,962 41,771
Total Local Streets 268,637 197,577 67,323 533,537
Total Construction Costs
Bid Price 385,380 179,616 77,154 663,999 1,306,149
Contingency 112,653 17,962 0 0 130,615
Total 498,033 197,577 77,154 663,999 1,436,764
Total Non-Construction
Design 100,049 o 19,012 n 119,061
Design Support 4,202 o 798 n 5,000
Construction Engineering 89,074 o 16,926 n 106,000
193,325 o 36,736 n 230,061
Total Project Cost 691,358 234,313 77,154 p 663,999 1,666,825
Notes:
a:Maximum amount to be applied to Fed Grant
b:Amount of Federal Grant:88.5%of$750,281
c:Local Match 11.5%of$750,281
d:Amount exceeding Item(a)above:$70,834
e:SLTPP: 13.88%of$70,834
f: Local Match:86.12%of$70,834
g.Non-MRA:57%of Total Local Streets
h.MRA funded:43%of Total Local Street Costs
I. 13.88%of Non-MRA funded streets
j. 13.88%of MRA funded Streets
k.Total MRA funded Streets less SLTPP grant
I.Total Non-MRA funded Streets less SLTPP grant
g.30%of cost of Local Streets
h.70%of cost of Local Streets
m.$3,065 In lieu fee from Caltrans'contractor placed in Fund 203.
n.MRA Share(43%)of Local Streets portion(37%)of all non-construction costs
o.All Non-construction costs less MRA share
p.Maximum Grant amount:$600,000 x 13.88% _ $83,280
000564
RESOLUTION NO. MRA 99 -
A RESOLUTION OF THE REDEVELOPMENT AGENCY OF
THE CITY OF MOORPARK, CALIFORNIA, AUTHORIZING
A BUDGET AMENDMENT TO THE FISCAL YEAR 1998/99
ADOPTED BUDGET FOR THE MOORPARK REDEVELOPMENT
AGENCY FUND [FUND 410]
WHEREAS, on July 15, 1998, the Moorpark Redevelopment Agency
adopted the MRA Budget for Fiscal Year 1998/99; and
WHEREAS, a staff report has been presented to the MRA
requesting an increase to the amount budgeted for an MRA funded
capital improvement project; and
WHEREAS, Exhibit "A, " attached hereto and made a part hereof,
describes said budget amendment and its resultant impacts to the
budget line item(s) .
NOW, THEREFORE, THE REDEVELOPMENT AGENCY OF THE CITY OF
MOORPARK, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. That the appropriation and budget amount for the
1999 Asphalt Overlay Project is hereby increased from $0 to
$235, 000 ($235, 000 increase) as more particularly described in
Exhibit "A. "
SECTION 2 . The City Clerk shall certify to the adoption of
this Resolution and shall cause a certified Resolution to be filed
in the book of original Resolutions .
PASSED AND ADOPTED this 2nd day of June, 1999 .
Patrick Hunter, Chairman
ATTEST:
Deborah S . Traffenstedt, Secretary
List of attachments : Exhibit 'A'
•
OOO5
. -
Resolution No. 99 -
Exhibit "A"
ADDITIONAL APPROPRIATIONS FOR
PROJECT 8005 (Asphalt Overlay Project)
FUND ACCOUNT NUMBER APPROPRIATION REQUEST
MRA 410.000.0000.000.5105 $235,000
TOTAL TRANSFERS $235,000
FROM RESERVES:
DISTRIBUTION OF APPROPRIATIONS TO EXPENSE ACCOUNT NUMBERS
ACCOUNT _ CURRENT SUBJECT REVISED
NUMBER APPROPRIATION APPROPRIATION / APPROPRIATION
(REDUCTION)
410 . 801.8001.808 . 9903 $0 $235, 000 $235, 000
TOTALS: $0 $235, 000 $235, 000
000566