HomeMy WebLinkAbout11 - C-2825 BA-085 MacArthur Boulevard Widening Segment 2• June 28, 1999
CITY COUNCIL AGENDA
ITEM NO. 11
TO: Mayor and Members of the City Council
FROM: Public Works Department
SUBJECT: MACARTHUR BOULEVARD WIDENING SEGMENT 2, CONTRACT NO. 2825 -
COMPLETION AND ACCEPTANCE
RECOMMENDATIONS:
Accept the work and approve As Built Plans and Specifications.
2. Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the bonds 35 days after the Notice of Completion has
been recorded in accordance with applicable sections of the Civil Code.
4. Approve Amendment No. 2 to Agreement with Gail P. Pickart, P.E. for project
management services.
5. Approve a budget amendment appropriating $243,962.18 from the Circulation and
Transportation Fund to Account No. 7261- C5100066 and increasing revenue to the
Contributions Fund Account No. 7251- C5100066 from $600,000.00 to $633,777.61.
DISCUSSION:
Construction Contract Acceptance
Segment 2 of the MacArthur Boulevard Widening project extends from San Joaquin Hills Road
to Ford Road /Bonita Canyon Road. The construction contract for the project was awarded to
the Griffith Company by the City Council on June 9, 1997. Construction operations began in
September 1997 and were completed in May 1999. The Public Works Department
recommends this formal acceptance of the satisfactorily completed improvements.
A summary of the contract budget is as follows:
Initial Award Amount
$5,167,037.50
Budget Amendment on 12114/98
495,000.00
1
Total Authorization
$5,662,037.50
Actual amount of contract bid items
constructed
5,454,438.80
Amount of contract change orders
630,555.15
2
Final Contract Cost
$6,084,993.95
(1) Anticipated cost of increased quantities for overexcavation, aggregate base, and asphalt concrete
contract bid Items as well as grading of Freeway Reservation North.
SUBJECT: MacArthur Boulevard Widening, Segment 2 -Completion And Acceptance of Contract No. 2825
June 28, 1999
Page 2
(2) Includes $32,303.61 reimbursement from The Irvine Company for the traffic signal controller .
relocation.
A total of 48 contract change orders were issued to complete the project. Many of the change
orders were due to unforeseen or changed conditions and involved both deletions and
additions. Expanding the contract to include grading the Freeway Reservation North property,
which the City Council approved on December 18, 1998, accounts for $141,426.50 of the total
$630,555.15 change order amount. Several other change orders as well as contract bid item
increases related to transition improvements constructed between the new roadway and private
property along Big Canyon Country Club, Big Canyon Nature Park, and Baywood Apartments.
Staff believed the transition improvements were justifiable as a means of improving the overall
appearance of the work.
The final contract cost of $6,084,993.95 is $422,956.45 more than the total authorization of
$5,662,037.50, an increase of 7.5 %. A list of the final contract pay items and change orders is
attached for reference.
Consultant Agreement Amendment
Consultant Gail P. Pickart, P.E. (Pickart) has provided project management services during
both the design and construction phases of the widening Project. A Professional Services
Agreement dated June 9, 1997 was entered into with Pickart relative to project management
services during Segment 2 construction. A fee amount of $55,400.00 was established.
On June 8 1998, the City Council approved Amendment No. 1 to the Agreement which
increased the fee compensation by $39,600.00 to a new total of $95,000.00. Amendment No. 1
also extended the term of the Agreement from January 1, 1999 to April 30, 1999 based on the
assumption that construction work would be completed in February 1999.
Construction work continued approximately 3 months longer than anticipated and Pickart is
requesting additional compensation of $13,805.00 for the period from May 1, 1999 to July 31,
1999. Staff recommends City Council approval of Amendment No. 2 to Consultant's
Professional Services Agreement increasing the not -to -exceed compensation by $13,805.00 to
a new total of $108,805.00 for the 26 month period and extending the term of the Agreement to
July 31, 1999. Staff further recommends that the Mayor and City Clerk be authorized to sign
Amendment No. 2 on behalf of the City (copy attached for reference).
Budoet Amendment
At the time of contract award to the Griffith Company on June 9, 1997, funding for the
$5,167,037.50 contract amount was established as follows:
Fund Name
Account Number
Amount
Contributions The Irvine Company)
7253- C5100066
$ 150,000.00
Contributions Caltrans
7253- C5100066
600,000.00
OCTA Measure "M" 50% under MPAH
7284- C5100066
2,700,131.96
CIOSA Frontage Improvements
7431- C5100066
1,716,905.54
Total
$5,167,037.50
% %MIS_1\SYS %Users'PBW\Shared\ COUNCIL %FY98.99Uune- 28\MacArthur C- 2825.doc
SUBJECT: MacArthur Boulevard Widening, Segment 2 -Completion Arid Acceptance of Contract No. 2825
June 28, 1999
Page 3
In addition, the City Council authorized establishment of an amount of $516,700.00 for
unforeseen work and changed conditions.
The $150,000.00 contribution from The Irvine Company was intended to cover 50% of the
estimated cost of storm drainage improvements designed to eliminate a storm water detention
basin on the Freeway Reservation North Property. Due to the reluctance of the Big Canyon
Villas Community Association to dedicate a required storm drain easement and to contend with
construction disruption, the storm drainage design was revised to provide a "bubble -up"
detention facility on the Freeway Reservation North property and to eliminate any construction
activity within the Big Canyon Villas community. A consequence of the revised design was a
cost savings approximately equal to The Irvine Company's proposed contribution, thereby
eliminating their contribution. A corresponding budget reduction was made.
During the course of the Segment 2 widening construction, The Irvine Company requested that
the City's contractor relocate the traffic signal control cabinet and electrical services to the
southwesterly quadrant of the MacArthur and Ford /Bonita Canyon intersection. The objective
of the relocations was to clear the area of visual obstructions that would detract from a
proposed Bonita Village entryway treatment planned for the quadrant. The Irvine Company
committed to reimbursing the City for the additional $32,303.61 of cost paid to the Griffith
Company for the relocation work as well as $1,474.00 paid to Southern California Edison for a
new electric service to power the relocated traffic signal controller. Therefore, The Irvine
Company reimbursement to the City will be $33,777.61 and the recommended budget
amendment will effect the corresponding increase to the Contributions Fund. The adjusted
Contributions Fund total of $633,777.61 includes the $600,000.00 payment from Caltrans,
. which was received on September 4, 1997.
On November 10, 1997, the City Council approved a Cooperative Agreement with Big Canyon
Country Club relative to slope and storm drainage construction beyond the MacArthur
Boulevard right -Of -way. The Agreement provided for payment of $275,000.00 to Big Canyon
Country Club funded partially by the estimated cost savings from eliminated contract work items
and the balance from the contract contingency amount.
On December 14, 1998, the City Council approved a budget amendment (No. BA -028) which
appropriated an additional $495,000.00 to fund Griffith's contract - $370,000.00 from the
Circulation and Transportation Fund to cover anticipated quantity overruns and $125,000.00
from the CIOSA Fund to cover the estimated cost for grading the Freeway Reservation North
property. At that point the funding available for Griffith's contract was as follows:
Initial App ro riation
$5,167,037.50
Minus The Irvine Company Contribution
for Storm Drains
- 150,000.00
Subtotal
$5,017,037.50
Plus Bud et Amendment No. 028
495,000.00
Total
$5,512,037.50
The difference between Griffith's final contract cost of $6,084,993.95 and the current available
funding of $5,512,037.50 is $572,956.45. The balance of the amount established for
. unforeseen work and changed circumstance will cover all but $177,598.90 of the difference.
UMIS_1\SYS \Users\PBW\ Shared\ COUNCIL \FY98- 99\June -28 \MacArthur C•2825.doc
SUBJECT: MacArthur Boulevard Widening, Segment 2 - Completion And Acceptance of Contract No. 2825
June 28, 1999
Page 4
Staff recommends that this $177,598.90 be appropriated from the Circulation and
Transportation Fund.
As part of the Segment 2 MacArthur Boulevard Widening project, the City deposited
$243,666.54 with Southern California Edison (SCE) to pay for relocating poles, anchors, and
wires associated with the overhead 66KV transmission and 12KV distribution lines along the
westerly side of the roadway. SCE's actual costs exceeded the deposit by $52,558.28 and they
have submitted an invoice requesting payment of that additional amount. Staff recommends
that payment be made from the Circulation and Transportation Funds.
A summary of the Budget Amendment which staff is recommending for approval is as follows:
Fund Name
Account Number
Amount
Contributions Fund Increase
7253- C5100066
$ 33,777.61
Circulation and Transportation Fund
7261- C5100066
1 $243,962.18
1
(1) Consultant Agreement Amendment (Pickart)
Construction Contract Costs (Griffith)
Overhead Power Line Relocation (SCE)
Respectfully
MV, 0
PUBLIC WORKS DEPARTMENT
Don Webb, Director
By: � s�
Bill Patapoff
City Engineer
$ 13,805.00
$177,598.90
$ 52.558.28
Total $243,962.18
Attachments: Contract Pay Items and Change Orders
Amendment No. 2 to Professional Services Agreement
\ \MIS_1\SYS\ Users \PBW \Shared \COUNCIL \FY98- 99\June -28 \MacArthur C- 2825.doc
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CONTRACT NO. C2825 (F)
FINAL PAYMENT AMOUNT
PROJECT: MacARTHUR BLVD. WIDENING - SEGMENT 2
CONTRACTOR: GRIFFITH COMPANY
ITEM
NO.
ITEM DESCRIPTION
QUANTITY
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
TOTAL ESTIMATE
QUANT.
AMOUNT
1
Mobilmtion
1 LS
$100,000.00
$100,000.00
100%a
$100,000.00
2
NPDES Compliance
1 LS
20,000.00
20,000.00
100%
20,000.00
3
Trench Exc. Safety and Protection Measmx
1 LS
10,000.00
10,000.00
100'%
10,000.00
4
Clearing & Grubbing
1 LS
50,000.00
50,000.00
100'%
50,000.00
5
Roadway Exc. & AC Removal (Final)
74,500 CY
2.50
186,250.00
74,500.00
186,250.00
6
[Roadway Fill ( Final)
73,700 CY
2.25
165,825.00
73,700.00
165,825.00
7
Remedial Removal
47,800 CY
&DO
382,400.00
35,850.00
286,800.00
8
Remove PCC Curb
50 LF
10.00
500.00
50
500.00
9
Remove PCC Curb & Gutter
45 LF
10.50
472.50
45.00
472.50
10
Remove PCC Sidewalk
520 SF
2.00
1,040.00
520.00
1,040.00
11
Aggregate Base (Class 2)
44,700 TN
10.00
447.000.00
53,547.56
535,475.60
12
Crushed Rock
7,560 TN
17.00
128,520.00
5,670
96,390.00
13
Construction Staking
1 IS
40,000.00
40,000.00
100%
40,000.00
14
Asphalt Concrete
10,900 TN
35.00
381,500.00
23,636.92
827,292.20
15
Slurry Seal
2,950 SY
2.00
5,900.00
0.00
16
Plane AC Pavement
15,700 SY
1.00
15,700.00
9,812.00
9,812.00
17
Portland Cement Concrete Pavement
600 SF
6.00
3,600.00
0.00
18
Commercial Driveway Approach (Type ti
820 SF
3.60
2,952.00
1,503.70
5,413.32
19
4" Pattemed Colored Concrete
1,650 SF
6.75
11,137.50
17,431.00
117,659.25
20
4" Colored Concrete
22,750 SF
4.80
109,200.00
1,847.50
8,868.00
21
8" Colored Concrete
13,940 SF
5.15
71,791.00
14,078.00
72,501.70
22
Typo A2-8 Garb & Gutter
11,665 LF
9.10
106,151.50
11,003.50
100,131.85
23
Typo Al -8 Curb
5,700 LF
8.80
50,160.00
5,649.00
49,711.20
24
hr A2-6 Garb & Gutter
L400 LP
12.001
16,800.00
3,477.25
41,727.00
25
Rolled Garb Per Detail on Sheet C -2
2,175 LF
19.80
43,065.00
2,530.50
50,103.90
26
4" PCC Sidewalk Per CNB Std 180 -L
108,600 SF
3.10
336,660.OD
94,451.25
292,798.88
27
8" PCC Sidewalk Per CNB Std 180 -L
1,980 SF
5.60
11,088.00
8,596.50
48,140.40
28
Parkway Drain Per Detail on Sheet C -1
11 EA
2,800.00
30,800.00
30.00
84,000.00
29
Grated Inlet Per Detail on Sheet C -1
1 EA
2,400.00
2,400.00
1.00
2,400.00
30
PCC Downdmin per OCEMA Std. 1321
150 LF
27.00
4,050.00
99.00
2,673.00
31
Retaining Wall
325 LF
1,300.00
422,500.00
335.00
435,500.00
32
Concrete BOX Culvert
94 LF
500.00
47,000.00
94.00
47,000.00
33
Wingwalls
50 LF
800.00
40,000.00
79.00
63,200.00
34
Retaining Wall (Masonry Block)
46 LF
400.00
18,400.00
49.33
19,732.00
35
Concrete Collar
6 EA
600.00
3,600.00
7.00
4,200.00
36
Pipe Slope Anchor
8 EA
500.00
4.000.00
7.00
3,500.00
37
72" Concrete Collar Per Detail on Plans
3 EA
1,600.OD
4,800.OD
3.00
4,800.00
38
Connection Assembly Per NB Std312 -L
4 EA
600.00
2,400.00
6.00
3,600.00
39
Junction Structure Hl Per CNB Std 310 -L
12 EA
3,300.00
39,600.001
12.00
39,600.00
40
Modified JS #11 Per Detail on the Plans
4 EA
2,300.00
9,200.00
5.00
11,500.00
41
Riser Into Type GCP Per Calttans D75
1 EA
2,500.00
2,500.00
1.00
2,500.00
42
Infix Type OS Per Cdtrans Std D-72 w&U
5 EA
2,200.00
11,000.00
5.00
11,000.00
43
Inlet T eOL(L- 3.51 w/LD
1 EA
2,400.00
2,400.00
1.00
2,400.00
44
Inlet Type OL -75 w/LD
7 EA
3,000.00
21,000.00
7.00
21,000.00
45
Inlet Type OL (I--105 w/LD
5 EA
3,800.00
19,000.00
5.00
19,000.00
46
Inlet Type OL (L =14') w/LD
4 EA
4,400.00
17,600.00
4.00
17,600.00
47
Inlet Type GI or G3 W PCC Apron for GI
43 EA
2,700.00
116,100.00
42.00
113,400.00
Page 1 PPR Backup
ITEM
NO.
ITEM DESCRIPTION
QUANTITY
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
TOTAL ESTIMATE
QUANT.
AMOUNT
48
Drainage Manhole #2 Per CNB Std 307 -L
3 EA
3,300.00
9,900.00
200
6,600.00
49
Drainage Manhole #4 Per CNB Std 308 -L
1 EA
6,80D.OD
6,800.00
1.00
6,800.00
50
8" Sch. 40 PV C Pi a
125 LF
23.00
2,875.00
40.00
920.00
51
18" RCP (D -Load per Profile)
3,530 IF
42.00
148,260.00
3,536.00
148,512.00
52
24 "RCP(D -Load per Profile)
2,820 LF
55.00
155,100.00
2,910.00
160,050.00
53
36" RCP (D -Load Per Profile)
270 IF
58.00
15,660.00
184.00
10,67200
54
42" RCP (D -Load per Profile)
340 LF
80.00
27,200.00
340.00
27,200.00
55
48" RCP (D -Load per Profile)
210 LF
84.00
17,640.00
148.00
12,432.00
56
60 "RCP (D -Load per Profile)
310 IF
400.00
124,000.00
(9.22)
0.00
57
72" RCP Load per Profile)
190 LF
220.00
41,800.00
228
50,160.00
58
6" Concrete Encasement
93 LF
39.00
3,627.00
24
936.00
59
Energy Dissipater Per Plan
2 EA
50,000.00
100,000.00
1.00
50,000.00
60
lRack Slope Protection Fabric
4,300 SY
1.00
4,300.00
6,051
6,051.OD
61
Rock Slope Protection Per Detail D -19
150 CY
45.00
6,750.00
118
5,310.00
62
Traffic Control System
1 IS
157,413.00
157,413.00
100%
157,413.00
63
Temporary Raifin (T a K)
18,700 LF
4.50
84,150.00
15320
68,940.00
64
Temporary Crash Cushion Module
60 EA
275.00
16,500.00
100
27,500.00
65
Traffic Signing and Sui 'n
1 IS
65,000.00
65,000.00
100%
65,000.00
66
Modify Traffic Signal
1 LS
70,000.00
70,000.00
100%
70,000.00
67
City Street Lighting
1 LS
135,000.00
135,000.00
100%
135,000.00
68
8" PVC Sewerfine R&R Per Sheet SS -1
1 LS
35,000.00
35,000.00
100%
35,000.00
69
8" PVC Sewedine Per Sheet SS -2
1 IS
11,000.00
11,000.00
Delete Bid Item 71 - 8" Water Line
0.00
70
6" PVC Industrial Wattrline Per ShL IW -1
1 IS
60,000.00
60,000.00
100%
60,000.00
71
8" PVC Waterline Per Sheet W -1
1 IS
60,000.00
60,000.00
FA
0.00
72
Land
1 IS
140,000.00
140,000.00
100%
140,000.00
73
Landscape Erosion Control Matting
1,000 SY
3.00
3,000.00
11,475
34,425.00
74
Inigalion System
1 IS
120,000.00
120,000.00
100%
120,000.00
75 JMWt
Establishment
1 IS
30,000.00
30,000.00
50%
15,000.00
SUBTOTALS CONTRACT ITEMS: $5,167,037.50 $5,439,43 &I
CONTRACT CHANGE ORDERS
CCO
NO.
CCODESCRIPTION
CCO
TYPE
UNIT PRICE
AMOUNT
TOTAL ESTIMATE
UANT
I AMOUNT
la
IM.ds. to Dissi atar H 158+00
IS
1
$2,771.00
$2,771.00
100%
$2,771.00
lb
Delete 15.5 cy of Rap
UP
15.5
45.00
697.50
2a
Additional Channelirets and Signs
IS
1
1,568.00
$1,568.00
100%
$1,568.OD
2b
Add "K" Rail and Cmsh Cushions
UP
1
11,510.00
$11,510.00
3a
Provide Altemme Route Chan es
LS
1
1,659.21
$1,659.21
100%
$1,659.21
3b
Remove Existing Signs
FA
1
265.05
1 $265.05
100%
$265.05
4a
Remove Existing 48" CMP and Plug End
PA
1
1,596.16
$1,596.16
100%
$1,596.16
4b
Deduction due to PPR#4 Error
IS
1
(9.22)
(9.22)
100%
(9.22)
5
Storm Damage 11110 - 12!1997
FA
1
27,855.80
$27,855.80
100%
$27,855.80
6
Delete Bid Item #69 - 8" PVC Sewer
IS
1
(11,000.00)
($11,000.00)
7a
Deha 1 & 2 Storm Drain Chmiges
UP
1
(122,047.00)
($122,047.00)
7b
Purchase and Deliver Unused RCP
AUP
1
25,633.00
$25,633.00
284
$19,826.04
7c
Line Won D-6 & Drop Street. on D-19A
IS
1
10,714.00
$10,714.00
100%
$10,714.00
Ha
Delete Energy Dissipater
UP
1
(50,000.00)
($50,000.00)
Emm
8b
Amer Plate & Realign SD Line "K"
IS
1
18,394.251
$18,394.25
100%
$18,394.25
9
Additional Stage 1 Channelbets
IS
1
1,414.50
$1,414.50
100%
$1,414.50
10a
Install Additional Channelizrers and Signs
IS
1
895.28
895.28
100%
$895.28
106
lAdd Crash Cushions & Delete K -rail
UP
1
2,480.00
2480.00
1,040.39
100%
$1,040.39
11
Divert Water from Well Casing
FA
1
$1,040.39
12a
Delete Bid Item 71 - 8" Water Line
LS
1
($60,000.00)
(60,000.00)
2,474.00
100%
$2,424.00
12b
Install Two Water Services
IS
1
$2,424.00
12 -1
R &R Sidewalk for Water Meters
FA
1
$2,578.88
2,578.88
100%
$2,578.88
13
ReWnuge Wall Maint. Road Drainage
IS
1
$6,375.00
6,375.00
1 IOD%l
$6,375.00
Page 2 PPR Badrup
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ITEM
NO.
ITEM DESCRIPTION
QUANTITY
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
TOTALESTIMATE
QUANT.
AMOUNT
14a
Trapezoid Channel
AUP
20
$69.60
1,392.00
26
$1,809.60
146
Splash Walls
AUP
73
$23.62
1,724.26
24
$566.88
14c
Delete PCC Downdmin
UP
20
$27.00
540.00
1,020.00
17
$1,020.00
15
Add Slury Backfill Over Sewer Line
AUP
17
$60.00
16
Revised I. W. Clemouts
IS
1
$3,971.00
3,971.00
100%
$3,971.00
17
Various Irrigation Changes
IS
1
$4,226.00
4,226.00
100.0%
$4,226.00
18
Ad'. In Compensation per Section 4 -1.03
IS
1
$25,000.00
25,000.00
100%
$25,000.00
19
Repair Storm Daroa a 12/12 - 2/24/98
FA
1
$37,708.17
37,708.17
100%
$37,708.17
20a
Construct Dirt Berns @ 175+00 - Exc.
AUP
4340
$2.50
10,850.00
4340
$10,850.00
20b
Construct Dirt Berm @ 175+00 - Fill
AUP
4340
$2.25
9,765.00
4340
$9,765.00
20c
Extend Storm Drain Line "L"
UP
114
$4100
4,788.00
x
20d
Construct Type "GO" Inlet
IS
1
$4,747.00
4,747.OD
100%
$4,747.00
20e Isurvey
IS
1
$2,300.00
2,300.00
100%
$2,300.00
21a
Re lace Overly W/ Struct. Section
AUP
43751
$6.13
26,818.75
4,375.OD
$26,818.75
21b
Grind AC & Place AB & AC
UP
1
$96,955.00
96,955.00
53,127.00
'.
100%
ffsEffim
$53,127.OD
22
Traffic Signal Modification @ Ford
IS
1
$53,127.00
23
Remove 30 "CMP Riser
FA
1
$1,500.70
1,500.70
100%
$1,500.70
24
Miw. Survey Additions
FA
1
$3,071.26
3,071.26
100%
$3,071.26
25
Add Anti-graffiti Coating
LS
1
$14,926.80
14,926.80
100%
$14,926.80
26
Mix. Civil Items
FA
1
$5,737.60
5,737.60
100%
$5,737.60
27
Remove Weeds and Add Irrigation Sleeve
FA
1
$1,858.50
1,858.50
100%
$1,858.50
28
Add Ped. Push Button Pole at Ford
FA
1
$333.10
333.10
100%
$333.10
29
Install Temporary Lane Closure
IS
1
$4,485.00
4,485.00
100%
$4,485.00
30
Add Matrix Binder to H droseed Mix
AUP
1
$14,833.75
14,833.75
100%
$14,833.75
31a
Add Stucco & Drainage to Masonry R/W
AUP
1
$2,883.83
2,883.83
l00%l
$2,883.83
31b
Grade Adjacent Slope
FA
1
$6,597.68
6,597.68
100%1
$6,597.68
32
Clean Dissipater
FA
1
$3,216.12
3,216.12
100%
$3,216.12
33a
Add Back of Sdwk Curb, Cutter &Drain
UP
1
$79.000.00
79.000.00
+;.o:a:
REIN'- o.i? - a
o.
........
�'s ° & „:: °4 °sam:,a:,aAae:,:
33b
Surveying & Backfdl behind C &G
FA
1
$7,001.66
7,001.66
100%
$7,001.66
34
Remove BCCC Fence & Repair RCB
FA
1
$1,126.09
1,126.09
100%
$1,126.09
35a
Add Rolled Curb & 8” Sidewalk
UP
1
$1,262.40
1,262.40
35b
Raise OCSD Manhole to Grade
FA
1
$3,14207
3,142.07
100%
$3,142.07
36a
Drainage for Future Park Site
IS
1
$46,556.00
46,556.00
100%
$46,556.00
36b
Grading for Future Pads Site
FA
1
$78,444.00
78,444.00
100%
$78,444.00
36 -1
Additional Wort Under CCO#36
VA
1
$16,426.50
16,426.50
100%
$16,426.50
37
Raise Sewer Manhole at Retaining Wall
FA
1
$1,828.36
1,828.36
100%
$1,828.36
38a
Adj sunents for Bid Items 7 & 12
UP
1
$203,781.00
203,781.00
45,983.50
:�K's "a'o °o�'
100%
• ::`m`'°'
$45,983.50
38b
Change of Chamet. of Work Adjustment
LS
1
$45,983.50
39
Relocate T. S. Controller at Ford & Mac.
LS
1
$32,303.61
32,303.61
100%
$32,303.61
40
Remove Sidewalk @ 173 +50
FA
1
1
$1,295.85
1,295.85
100%
$1,295.85
41
13 WD Time Extension
TE
-
$0.00
0.00
2,801.74
°an::a$...�as+.'.�•
100%
3?'sS8'n':'b`:" .
$2,801.74
42
Install 2.5" Mec. Conduit @ Ford & MacA
CS
1
$2,801.74
43
Landscape & Ind 'on Changes
Vac
1
$23,398.46
23,398.46
100%
$23,398.46
44
IPmvi& Two Message Boards
IS
1
$2,120.00
2,120.00
100%
$2,120.00
45
Provide Lane Qosure
AUP
1
$2,386.72
2,386.72
100%
$2,386.72
46
Relocate T.S Controller & Delete Loos
IS
1
$2,325.20
2,325.20
100%
$2,325.20
47
Re Storm Drain Line "D"
IS
1
$7,189.71
7,189.71
100%
$7,189.71
48
Ovmx. Rd Sub rode - South End
FA
1
$15,503.60
15,503.60
100%
$15,503.60
SUBTOTALS CHANGE ORDER ITEMS: $795,068.79 $630,555.15
CONTRACT ITEMS + CHANGE ORDER ITEMS: $6,069,993.95
Page 3
LESS RETENTION (10 %): 606,999.39
TOTAL PAID TO DATE: $5,462,994.55
PPR Badrup
AMENDMENT NO.2
TO
PROFESSIONAL SERVICES AGREEMENT
PROJECT MANAGEMENT SERVICES
MACARTHUR BOULEVARD WIDENING - SEGMENT 2
This AMENDMENT NO. 2 TO AGREEMENT, made and entered into this
28th day of June, 1999, by and between the CITY of Newport Beach, a municipal
corporation (hereinafter referred to as "CITY "), and GAIL P. PICKART, P.E., whose
address is 3345 Newport Boulevard, Suite 215, Newport Beach, California 92663,
(hereinafter referred to as "CONSULTANT "), is made with reference to the following:
RECITALS:
A. On June 9, 1997, a Professional Services Agreement for Project
Management Services related to Segment 2 of the MacArthur Boulevard Widening
project was entered into by and between CITY and CONSULTANT (hereinafter referred
to as "AGREEMENT").
B. Section 29 of AGREEMENT authorizes CITY and CONSULTANT to
modify the Agreement by entering into a written amendment signed by both parties.
C. On June 8, 1998, AMENDMENT NO. 1 to AGREEMENT was entered into
by and between CITY and CONSULTANT (hereinafter referred to as AMENDMENT
NO. 1).
D. CITY and CONSULTANT mutually desire to further amend AGREEMENT
as provided herein.
NOW, THEREFORE, the parties hereto agree as follows:
1. The term of this AGREEMENT is extended from May 1, 1999 to
July 31, 1999. 0
2. CONSULTANT shall provide additional and continuing project
management services as set forth in Exhibit "A" attached hereto and incorporated
herein by reference.
3. Compensation to be paid to CONSULTANT for such additional and
continuing scope of services shall be in accordance with a not -to- exceed budget of
$13,805 as set forth in Exhibit A.
4. CONSULTANT'S not -to- exceed compensation to be paid under
AGREEMENT is hereby increased by $13,805 from $95,000 to $108,805.
5. Except as expressly modified herein, all other provisions, terms,
and covenants set forth in AGREEMENT and AMENDMENT NO. 1 shall remain the
same and continue to be in full force and effect.
IN WITNESS WHEREOF, the parties hereto have executed this
AMENDMENT NO.2 to AGREEMENT on the date first above written.
CITY OF NEWPORT BEACH,
A Municipal Corporation
BY:
Mayor
APPROVED AS TO FORM:
City Attorney
CONSULTANT
BY:
Gail P. Pickart, P.E.
ATTEST:
City Clerk
FAUseM\PBW$SharedW9reem tSI99 'Pickart- MaWth.,2.tlae 2
Gail P. Pickart, P.E.
Consulting Civil Engineer
3345 Newport Boulevard, Suite 215
Newport Beach, California 92663
Phone: (949) 673 -6779
Fax: (949) 673 -6899
EXHIBIT "A"
Consultant proposes to provide additional and continuing project management services for the
MacArthur Boulevard Widening - Segment 2 project during the period of April through July 1999
relative to the following items:
1. Coordinate "as- built" changes to project design drawings and handle distribution
of such "as- built" drawings to other agencies, such as the County of Orange
Integrated Waste Management Department.
2. Arrange for traffic noise measurements to be taken in the Harbor View Homes
( "Port Streets ") Community, coordinate traffic volume counts to be taken
concurrent with noise measurements, and make arrangements for rear yard access
to make noise measurements.
3. Perform such other miscellaneous tasks as may be requested from time -to -time to
support and augment the work of City staff.
The total fee budget for the project management services described in Items 1 -3 above is $13,805.
0
City of Newport Beach
BUDGET AMENDMENT
1998 -99
CT ON BUDGETARY FUND BALANCE:
X Increase Revenue Estimates
X Increase Budget Appropriations AND X
Transfer Budget Appropriations
from ebsting budget appropriations
X from additional estimated revenues
X from unappropriated fund balance
EXPLANATION:
This budget amendment is requested to provide for the following:
NO. BA- 085
AMOUNT: $2n,73s.79
Increase in Budgetary Fund Balance
Decrease in Budgetary Fund Balance
No effect on Budgetary Fund Balance
To appropriate $243,962.18 from the Circulation and Transportation fund balance to the MacArthur Blvd. Widening project.
There is also a reimbursement from the Irvine Company of $33,777.61. There were many change orders,
a consultant agreement and a traffic signal controller relocation. There have been prior budget amendments
to this capital project account of $2,000,000.
ACCOUNTING ENTRY:
Amount
BUDGETARY FUND BALANCE
Debit Credit
Fund Account
Description
rans and Circulation 260 3605
Fund Balance Control
$243,962.18 '
APPROPRIATIONS (3601)
VUE
Fund /Division Account
Description
250 4858
Refunds and Rebates from other Govts
$33,777.61
EXPENDITURE APPROPRIATIONS (3603)
Description
Division 7251
Contribution
Account C5100066
MacArthur Widening Improvements
$33,777.61
Division 7261
Transportation and Circulation
Account C5100066
MacArthur Widening Improvements
$243,962.18
Division
Account
Division
Account
Division
Account
Signed: 6 21
in 'al pproval: Finance D're or Da e
Signed:
Administrative Appr al: City Manager 15Ke
City Council Approval: City Clerk Date