HomeMy WebLinkAboutItem 07 Approval of Change Order No. 4 on the Ocoee Crown Point PUD with Mastersite Development
AGENDA ITEM COVER SHEET
Contact Name:
Contact Number:
David A. Wheeler, P. E.
407 -905-3100, ext. 1504
Meeting Date: September 20,2005
Item # 7
Reviewed By: ~ ~
Department Director: n _ ____ !..-1"~
City Manager: ----=== =---
Subject: .Change Order No.4 with Master Site Development, Inc. fortheOCOeeCrownPoint PUD
Phase 1 Infrastructure ProJect
Background Summary:
The project as originally bid is completed and the City and Contractor want to final the project. Change Order No.
4 is the adjustment of pay item quantities for the original project. The net result is an increase of 142,505.00 in
contract amount and an increase in contract time of thirty calendar days.
Issue:
The Engineering Department requests that the City Commission approve Change Order no. 4 with Master Site
Development, Inc. on the Ocoee Crown Point PUD Phase 1 Infrastructure Project for the close out of the project as
originally designed. The change order results in an increase of $142,505.00, with an increase in contract time of
thirty calendar days.
Recommendations
The Engineering Department recommends that the City Commission approve Change Order No. 4 for
the additional work and increase the construction contract by $142,505.00, with an increase of 30 days in
contract time, and authorize the Mayor and City Clerk to execute the change order.
Attachments:
Change Order No.4 between the City 0 f Ocoee and Master Site Development, Inc.
Financial Impact:
This change order will be funded in part by the City of Ocoee from the Ocoee Crown Point PUD project
fund and Orange County Public Schools in accordance with the agreement between both parties. The
Ocoee share is 78.59% or $111,987.66 and the OCPS share is 21.41% or $30,517.34.
Type of Item: (please mark with an "xi
_ Public Hearing
_ Ordinance First Reading
Resolution
== Commission Approval
Discussion & Direction
For Clerk's DeotUse:
_ Consent Agenda
_ Public Hearing
-'-- Regular Agenda
Original Document/Contract Attached for Execution by City Clerk
Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
N/A
N/A
City Manager
Robert Frank
Commissioners
Danny Howell. District 1
Scott Anderson, District 2
Rusty Johnson. District 3
Nancy J. Parker. District 4
Mayor
S. Scott Vandergrift
STAFF REPORT
TO:
The Honorable Mavor and City Commissioners
FROM:
David A. Wheeler, P .E. City Engineer
DATE:
September 13, 2005
RE: Change Order No.4 with Master Site Development, Inc. for the Ocoee Crown Point PUD
Phase 1 Infrastructure Project
ISSUE
The Engineering Department requests that the City Commission approve Change Order no. 4 with Master Site
Development, Inc. on the Ocoee Crown Point PUD Phase 1 Infrastructure Project for the close out of the project
as originally designed. The change order results in an increase of $142,505.00, with an increase in contract time
of thirty calendar days.
BACKGROUNDIDISCUSSION
This change order is to adjust quantities of various pay items, up or down, based upon the actual work
completed. The attached table titled Contract Close Out Quantity Adjustment specifically delineates the line
items that were overrun or underrun. The items listed as negative numbers are actually for work not needed or
omitted and is money left in the contract. The items listed as positive numbers are for overruns or work added
and is additional money due the contractor.
There were 129 items of work required under this contract on this project. There were 31 work items that were
over the estimated contract quantity which had a value of $154,856.85 to the contractor and 3 work items that
were under the estimated contract quantity which had a value of $12,351.85 to the City. The net result is an
increase in contract amount of $142,505.00, with an increase of thirty calendar days.
The funding for this change order will be split between the City and OCPS based upon the proportionate ratios
established with the original bid for the project. The City's share is 78.59% or $111,987.66 and OCPS's share is
21.41% or $30,517.34. The funding for the City's share is to be drawn on the Ocoee Crown Point PUD project
fund.
CITY OF OCOEE
EngineeringlUtilities
150 North Lakeshore Drive
Ocoee, Florida 34761-2258
CHANGE ORDER NO. #4
CITY OF OCOEE
Ocoee Crown Point PUD - Phase 1 Infrastructure
DATE: September 12,2005
CONTRACTOR: Master Site Development, Inc.
AGREEMENT DATE: March 2,2004
The following changes are hereby made to the CONTRACT DOCUMENTS.
Original CONTRACT PRICE
Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDER
Net Increase Resulting from this CHANGE ORDER
The current CONTRACT PRICE including this CHANGE ORDER
ORIGINAL CONTRACT TIME:
420 Consecutive Calendar Days from Notice to Proceed
Current CONTRACT TIME adjusted by previous CHANGE ORDERS
Net Increase Resulting from this CHANGE ORDER
Current CONTRACT TIME Including this CHANGE ORDER
00842-1
$ 2,496,811.50
$ 2,690,417.50
$ 142,505.00
$ 2,832,922.50
Date: Mav 16. 2005
Date: June 14. 2005
Days: 30 Davs
Date: July 14.2005
CHANGES ORDERED:
I. GENERAL
This change order is issued pursuant to the applicable provisions of the Contract Documents and is intended
to provide an equitable adjustment in the Contract Sum to accommodate an unprecedented market
condition.
II. REQUIRED CHANGES
Item No.4-A: Adjustment of Contract Quantities
This change order is to adjust quantities of various pay items, up or down, based upon the actual work completed.
The attached table titled Contract Close Out Quantity Adjustment specifically delineates the line items that were
overrun or underrun. The items listed as negative numbers are actually for work not needed or omitted and is money
left in the contract. The items listed as positive numbers are for overruns or work added and is additional money due
the contractor.
There were 129 items of work required under this contract on this project There were 31 work items that were over
the estimated contract quantity which had a value of$154,856.85 to the contractor and 3 work items that were under
the estimated contract quantity which had a value of $12,351.85 to the City. The net result is an increase in contract
amount of $142,505.00, with an increase of thirty calendar days.
ill. JUSTIFICATION
Item No.4-A: Adjustment of Contract Quantities
During the construction of the improvements, various work was either reduced in scope because the work was not
needed or their was excess quantities in the pay item or increased because the work was needed or their was less
quantities in the pay item to cover the necessary work.
This item is needed to adjust the quantities of the pay items that were not installed at the bid quantities to the amount
that was installed to show that the project was fully completed, the City approved the line item overruns, and
accepted the line item underruns as completed work
IV. NARRATIVE OF NEGOTIATIONS
All of the line items were paid in accordance with the bid amounts.
V. PAYMENT
Change Order Description Net Increase Unit Unit Price Net Increase
Item No. (Decrease) Ouantity (Decrease) Price
Item No. 4-A Adjustment of Quantities LS 142,505.00
Total Net Increase Change Order No. #4 $142,505.00
00842-2
VI. APPROVAL AND CHANGE AUTHORIZATION
This proposed change to the Contract is to be approved by the Ocoee City Commission.
Acknowledgements:
The aforementioned change, and work affected thereby, is subject to all provisions of the original contract not
specifically changed by this Change Order; and,
It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original
contract other than matters expressly provided herein.
CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the adjustments in
Contract Price and Time shown hereon constitute full and complete compensation and satisfaction for all costs and
modifications of performance time incurred by the CONTRACTOR as a result of this Change Order and/or relating
to or arising out of the reasons and justifications for this Change Order.. No other claim for increased costs of
performance or modifications of time will be granted by the OWNER for the Work covered by this Change Order.
Nothing contained in this action by the City shall be deemed to constitute a waiver or an estoppel to assert its rights
or remedies under the Contract Documents nor shall it be deemed to set a precedent for an equitable adjustment for
any other materials required by the Work The CONTRACTOR hereby waives and releases any further claims for
cost or time against the OWNER arising from or relating to the matters or Work set forth or contemplated by this
Change Order and/or relating to or arising out of the reasons and justifications for this Change Order.
RECOMMENDED BY:
CITY OF OCOEE. FLORIDA
ACCEPTED BY:
MASTER SITE DEVELOPMENT. INe.
By:
By:
Signature
Signature
Date:
Date:
Title:
Title:
APPROVED BY:
CITY OF OCOEE. FLORIDA
By:
S. Scott Vandergrift, Mayor
Date
Attest:
Beth Eikenberry, City Clerk
FOR USE AND RELIANCE ONLY BY THE
CITY OF OCOEE, APPROVED AS TO FORM
AND LEGALITY THIS DAY OF
,2005.
APPROVED BY THE OCOEE CITY
COMMISSION IN A MEETING HELD ON
. 2005 UNDER
AGENDA ITEM NO.
FOLEY & LARDNER
By:
City Attorney
00842-3
PAGE 02
MASTER
4078910575
09/14/2005 08:53
tEl>
MASTER SIrE DEVELOPMENT, I NC
1203Plarldl1A\ICIlu.'$a~~IC10111l.FICI'i4a 3476V . (-I071~91.0700 . (4l)7}6~1~7S-F~
Request For Change Order
P1vject: Oc:oee Crowu Point PUn lnfras""eture t
To: City of Oc:Qee
Date: 17-Aug-05
Request No. 10 RBv3
Attention: Dave Wheeler
1-407-905-3100 x91S04
1..407-656-7835
Q1Candtlltive Analysis
Phone:
Fax:
Comments;
I ~nti~l
46]0
1
293
16
362
15
6
1
140
76
28
38
132
11
8
3
3
3
6
I
16
1
1
75079
43250
.17
-2
-448
904
I
Unit - ! Unit J Total J
Price
Sy $ 1.59 $ 7,329.90
Ea S 2,339.88 S 2,339.88
Lf $ 17.95 S 5,259.35
Lf $ 33.72 S 539.52
Lf $: 26.09 $ 9,444.58
Lf S 36.75 S 551.25
Lf $ 102.75 $ 616.50
Ea $ 567.48 $ 567.48
Tn S 55.60 $ 7,784.00
Tn $ 75.60 $ 5,745.60
Lf $ 19.38 $ 542.64
Lf $ 18.50 S 703.00
tr $ 11.38 S 1,502. ]6
Lf $ 10.96 $ 120.56
Lf $ 28.96 $ 231.68
Ba $ 3,842.54 S 11,527.62
Ea $: 1.572.54 $ 4,717.62
Ea $ 908.44 S 2,725.32
Ba S ],102.44 $ 6.6] 4.64
Ea $ 432.50 S 432.50
Ea $ 485.50 S 1,768.00
Ba S 496.10 $ 496.10
Ea $ 3,375.63 $ 3,375.63
Sf $: 0.27 $ 20,271.33
Sf S 0.]6 $ 6,920.00
Ea $ 571.65 $ (9,718.05)
Ea $: 56<i.sO $ (1,133.00)
Ea S 3.35 $ (1,500.80)
Lf $ 45.76 $ 41,367.04-
Ea S 2.568.75 $ 2,568.75
$
Hr $ 50.00 $
Subtotal $ 139,710.80
Overhead 0"/0 $
Suhtotal S 139.7\0.80
PrQfit 0% $
Subtotal $ 139,710,80
BOlld 2% S 2.794.20
Total S 1"2~.OO
,-
\ Sod
2 Manhole (P-8) (<10'}
3 RCP (18"S5)
4 RCP (19~x30" SS)
5 . RCP (24" 55)
6 RCP (30"68)
7 RCP (GO"5S)
S ME5 (18" SO)
9 5uperpave Asphalt Cone (Traffic C)
lO Asph Cone Friction erse (FC.6)
1\ Fumish and install 12" PVC Reuse Main
12 Furnish and instBlI12.inch PVC Water Main
13 Fumish and install 8-inch PVC Force Main
14 Fl.lmish and installS-inch PVC W:j\ter Main
]6 Fl.lmiih and Insta1/12-1nch PVC
18 Fumish and Install 16-inch Gate Valve and Box
19 Fumish and Install 12-lnch Gate Valve and Box
20 Furnish and Install a.inch Gate VaNe and Box
2] Furnish and Install 16" 45 Degree Fitting
22 FurniSh and Install 12" Cap
23 Furnish and install aft 45 degree Fitting
24 FurniSh and Install 8" 90 degree Fitting
26 Furnish and install Fire Hydrant Assembly
27 AdditiQnal Floratam Sod Pet Engineer's Fax On t 114f2004
28 Installation Of Sa hi a Sod Per Engineer's Fax 11 f4f2004
29 QV. 100
30 MG - 100
31 LMUEV
32 Install handrail
33 Install Sanitary Manhole (design change material only)
Adminim"ation
Estimator
Description
Note: Ccntra~t Unit Prices
Authorized SIjl1tature:
SCHEDULE OF BID ITEMS - CHANGE ORDER NO. 4
OCOEE CROWN POINT PUD - PHASE i INFRASTRUCTURE PROJECT
CONTRACT AMOUNTS
CO NO. 4 MODIFICATION
FINAL INSTALLED
QUANTITIES
BASE BID
ITEM NO.
DESCRIPTION
QUANTITY
COST/UNIT
TOTAL COST
QUANTITY
COST/UNIT
TOTAL COST
QUANTITY
COST/UNIT
TOTAL COST
Overall Project Items
0-1
Mobilization
LS
1
$
22,500.47
$
22,500.47
LS
$
-
LS
1
$
22,500.47
$
22,500.47
0-2
Payment and Performance bond
LS
1
$
37,059.00
$
37,059.00
LS
1 $ 2,794.20
$
2,794.20
LS
1
$
39,853.20
$
39,853.20
0-3
General Conditions
LS
1
$
68,278.00
$
68,278.00
LS
$
LS
1
$
68,278.00
$
68,278.00
0-4
Earthwork
LS
1
$
166,087.00
$
166,087.00
LS
$
-
LS
1
$
166,087.00
$
166,087.00
Stormwater Management System
2270-1
Erosion Control
LS
1
$
10,000.00
$
10,000.00
LS
$
-
LS
1
$
10,000.00
$
10,000.00
2270-2
Silt Fence
LF
28000
$
1.25
$
35,000.00
LF
$
-
LF
28000
$
1.25
$
35,000.00
2190-1
Clearing and Grubbing
AC
15
$
2,824.00
$
42,360.00
AC
$
AC
15
$
2,824.00
$
42,360.00
Sw-1
Sod
SY
29400
$
1.59
$
46,746.00
SY
4610 $ 1.59
$
7,329.90
SY
34010
$
1.59
$
54,075.90
2730-1
Manhole P-8 <10'
EA
1
$
2,339.88
$
2,339.88
EA
1 $ 2,339.88
$
2,339.88
EA
2
$
2,339.88
$
4,679.76
2730-2
Manhole J-8 >10'
EA
4
$
4,018.96
$
16,075.84
EA
$
-
EA
4
$
4,018.96
$
16,075.84
2200-1
Spreader Swale Pond 6/7
EA
1
$
1,500.00
$
1,500.00
EA
$
-
EA
1
$
1,500.00
$
1,500.00
2200-2
Spreader Swale PondB
EA
1
$
1,500.00
$
1,500.00
EA
$
-
EA
1
$
1,500.00
$
1,500.00
2200-3
Spreader Swale Pond9
EA
1
$
1,500.00
$
1,500.00
EA
$
-
EA
1
$
1,500.00
$
1,500.00
2720-1
Inlet (P-1)< 10'
EA
1 34
$
2,892.90
$
98,358.60
EA
$
-
EA
1 34
$
2,892.90
$
98,358.60
2720-2
Inlet P-2 <10'
EA
5
$
2,892.90
$
14,464.50
EA
$
-
EA
5
$
2,892.90
$
14,464.50
2720-3
Inlet J-1 >10'
EA
10
$
4,405.84
$
44,058.,-1,0
EA
$
-
EA
10
$
4,405.84
$
44,058.40
2720-4
Inlet J-2 >10'
EA
1
$
5,045.84
$
5,045.84
EA
$
-
EA
1
$
5,045.84
$
5,045.84
2720-5
RCP 15" SS
LF
1575
$
16.16
$
25,452.00
LF
$
-
LF
1575
$
16.16
$
25,452.00
2720-6
RCP 18"SS
LF
1059
$
17.95
$
19,009.05
LF
293 $ 17.95
$
5,259.35
LF
1352
$
17.95
$
24,268.40
2720-7
RCP 19"x30" SS
LF
400
$
33.72
$
13,488.00
LF
16 $ 33.72
$
539.52
LF
416
$
33.72
$
14,027.52
2720-8
RCP 24" SS
LF
921
$
26.09
$
24,028.89
LF
362 $ 26.09
$
9,444.58
LF
1283
$
26.09
$
33,473.47
2720-9
RCP 30"SS
LF
898
$
36.75
$
33,001.50
LF
15 $ 36.75
$
551.25
LF
913
$
36.75
$
33,552.75
2720-10
RCP 42"SS
LF
433
$
60.25
$
26,088.25
LF
$
-
LF
433
$
60.25
$
26,088.25
2720-11
RCP 48"SS
LF
145
$
68.35
$
9,910.75
LF
$
-
LF
145
$
68.35
$
9,910.75
2720-12
RCP 54"SS
LF
223
$
81.99
$
18,283.77
LF
$
-
LF
223
$
81.99
$
18,283.77
2720-13
RCP 60"SS
LF
274
$
102.75
$
28,153.50
LF
6 $ 102.75
$
616.50
LF
280
$
102.75
$
28,770.00
2720-14
MES 18" SD
EA
2
$
567.48
$
1,134.96
EA
1 $ 567.48
$
567.48
EA
3
$
567.48
$
1,702.44
2720-15
MES 19" x 30" SD
EA
2
$
850.50
$
1,701.00
EA
$
-
EA
2
$
850.50
$
1,701.00
2720-16
MES 30" SD
EA
1
$
809.16
$
809.16
EA
$
-
EA
1
$
809.16
$
809.16
2720-17
MES 48" SD
EA
1
$
1,821.50
$
1,821.50
EA
$
-
EA
1
$
1,821.50
$
1,821.50
2720-18
MES 54" SD
EA
1
$
2,489.30
$
2,489.30
EA
$
-
EA
1
$
2,489.30
$
2,489.30
2720-19
High School Drainage Outfall Structures
EA
2
$
4,092.44
$
8,184.88
EA
$
-
EA
2
$
4,092.44
$
8,184.88
2720-20
Control Structure DS-8 (Type D-Modified
EA
2
$
4,336.45
$
8,672.90
EA
$
-
EA
2
$
4,336.45
$
8,672.90
2720-21
Control Structure DS-9 (Type C-Modified
EA
1
$
5,733.10
$
5,733.10
EA
$
-
EA
1
$
5,733.10
$
5,733.10
2720-22
Control Structure DS-6/7 (Type H-Modified
EA
1
$
6,792.04
$
6,792.04
EA
$
-
EA
1
$
6,792.04
$
6,792.04
2720-22
Remove Existing Outfall Pie
LF
120
$
15.00
$
1,800.00
LF
$
-
LF
120
$
15.00
$
1,800.00
2720-23
Remove Existing MES
EA
1
n/a
n/a
EA
n/a
EA
n/a
2720-24
Connect 24" RCP to Existing Manhole and Construct
Masonry Plug over Existing Exit Pie
EA
1
$
2,400.00
$
21400.00
EA
$
EA
1
$
2,400.00
$
2,400.00
Subtotal-Stormwater Management System
1
$
557,903.61
1
$
26,648.46
$
584,552.07
Ocoee Crown Point Parkway
102-1
Maintenance of Traffic
LS
2
$
1,150.00
$
2,300.00
LS
$
LS
2
$
1,150.00
$
2,300.00
160-4
B Stabilization
SY
23708
$
3.19
$
75,628.52
SY
$
-
SY
23708
$
3.19
$
75,628.52
_Type
285-709
Base
SY
20566
$
8.13
$
167,201.58
SY
$
-
SY
20566
$
8.13
$
167,201.58
334-1-13
Su er ave Asphalt Conc Traffic C
TN
1991
$
50.60
$
100,744.60
TN
140 $
55.60 $
7,784.00
TN
2131
$
50.60
$
107,828.60
337-7-6
Asph Conc Friction Crse FC -6
TN
747
$
75.60
$
56,473.20
TN
76 $
75.60 $
5,745.60
TN
823
$
75.60
$
62,218.80
400-2-2
Conc Class II endwalls
EA
2
$
16,550.00
$
33,100.00
EA
$
-
EA
2
$
16,550.00
$
33,100.00
415-1-3
Reinforcing Steel (Ret. Wall)
n/a
n/a
n/a
n/a
520-1-07
Concrete Curb & Gutter Type E
LF
4620
$
6.75
$
31,185.00
LF
$
-
LF
4620
$
6.75
$
31,185.00
520-1-10
Concrete Curb & Gutter Type F
LF
6454
$
6.85
$
44,209.90
LF
$
-
LF
6454
$
6.85
$
44,209.90
522-1
Sidewalk Conc 4" Thick
SY
1247
$
23.04
$
28,730.88
SY
$
-
SY
1247
$
23.04
$
28,730.88
526-1-1
Architectural Pavers(Roadway)
SY
672
$
30.00
$
20,160.00
SY
$
-
SY
672
$
30.00
$
20,160.00
570-5
Fertilizer
TN
1
$
463.00
$
463.00
TN
$
-
TN
1
$
463.00
$
463.00
570-9
Water for Grass
MG
79
$
30.89
$
2,440.31
MG
1
$
-
MG
79
$
30.89
$
2,440.31
575-1
Sodding R/W
SY
147041
1.59 1
$
23,379.36
SY
1
$
-
SY
14704
$
1.59
$
23,379.36
515-2-202
Pedestrian/Bicycle Railing Steel,Painted
LF
160
$
45.76
$
7,321.60
LF
9041
45.76 $
41,367.04
LF
1064
$
45.76
$
48,688.64
700-40-1
Sign Single Post
AS
33
$
260.27
$
8,588.91
AS
$
-
AS
33
$
260.27
$
8,588.91
706-03
Retro -Reflective Pavement Markers
EA
300
$
4.13
$
1,239.00
EA
$
-
EA
300
$
4.13
$
1,239.00
711-04
Directional Arrows, Thermoplastic
EA
7
$
55.00
$
385.00
EA
$
-
EA
7
$
55.00
$
385.00
711-31
Traffic Stripe Ski White 6"
GM
1
$
3,511.20
$
3,511.20
GM
$
-
GM
1
$
3,511.20
$
3,511.20
711-35-181
Traffic Stripe Solid White 18"
LF
495
$
1.98
$
980,19
LF
$
-
LF
495
$
1.98
$
980.10
711-35-61
Traffic Stripe Solid White 6"
LF
4500
$
0.46
$
2,070.00
LF
$
-
LF
4500
$
0.46
$
2,070.00
711-36-181
Traffic Stripe Solid Yellow 18"
LF
1020
$
1.98
$
2,019.60
LF
$
-
LF
1020
$
1.98
$
2,019.60
711-36-61
Traffic Stripe Solid Yellow 6"
LF
5160
$
0.99
$
5,108.40
LF
$
-
LF
5160
$
0.99
$
5,108.40
Subtotal -Ocoee Crown Point Parkway
$
617,240.16
$
54,896.64
$
671,436.80
Utility Construction
2660-1
Furnish and Install 16" DI Water Main
LF
4500
$
34.43
$
154,935.00
LF
$
-
LF
4500
$
34.43
$
154,935.00
2730-1
Furnish and Install 16" PVC Casing
LF
40
$
20.03
$
801.20
LF
$
-
LF
40
$
20.03
$
801.20
RC -1
Furnish and install 12" PVC Reuse Main
LF
1832
$
19.38
$
35,504.16
LF
28 $
19.38 $
542.64
LF
1860
$
19.38
$
36,046.80
2660-2
Furnish and install 12 -inch PVC Water Main
LF
1042
$
18.50
$
19,277.00
LF
38 $
18.50 $
703.00
LF
1080
$
18.50
$
19,980.00
2730-2
Furnish and install 8 -inch PVC Force Main
LF
7334
$
11.38
$
83,460.92
LF
132 $
11.38 $
1,502.16
LF
7466
$
11.38
$
84,963.08
2660-3
Furnish and install 8 -inch PVC Water Main
LF
400
$
10.96
$
4,384.00
LF
11 $
10.96 $
120.56
LF
411
$
10.96
$
4,504.56
2730-3
Furnish and install 8 -inch PVC Force Main
LF
7334
n/a
n/a
LF
n/a
LF
7334
n/a
RC -2
Furnish and install 4" PVC Reuse Main
LF
125
$
9.23
$
1,153.75
LF
$
-
LF
125
$
9.23
$
1,153.75
2730 -4
Furnish and Install 12 -inch PVC Gravity Sewer (DR -
14)
LF
32
$
28.96
$
926.72
LF
8 $
28.96 $
231.68
LF
40
$
28.96
$
1,158.40
2730-5
Furnish and Install 8 -inch PVC Gravity Sewer
LF
970
$
21.50
$
20,855.00
LF
$
-
LF
970
$
21.50
$
20,855.00
2730-6
Furnish and install 8 -inch PVC Gravity Sewer DR -14
LF
65
$
23.50
$
1,527.50
LF
$
-
LF
65
$
23.50
$
1,527.50
2660-4
Furnish and Install 16 -inch Gate Valve and Box
EA
9
$
3,842.54
$
34,582.86
EA
3 $
3,842.54 $
11,527.62
EA
12
$
3,842.54
$
46,110.48
2660-5
Furnish and Install 12 -inch Gate Valve and Box
EA
4
$
1,572.54
$
6,290.16
EA
3 $
1,572.54 $
4,717.62
EA
7
$
1,572.54
$
11,007.78
RC -3
Furnish and Install 12 -inch Gate Valve and Box
EA
4
$
1,522.54
$
6,090.16
EA
$
-
EA
4
$
1,522.54
$
6,090.16
2730-7
Furnish and Install 8 -inch Gate Valve and Box
EA
1
$
908.44
$
908.44
EA
3 $
908.44 $
2,725.32
EA
4
$
908.44
$
3,633.76
RC -4
Furnish and Install 4 -inch Gate Valve and Box
EA
3
$
648.74
$
1,946.22
EA
$
-
EA
3
$
648.74
$
1,946.22
2660-6
Furnish and Install 16 -inch Plug Valve and Box
EA
2
$
4,042.54
$
8,085.08
EA
$
-
EA
2
$
4,042.54
$
8,085.08
2730-8
Furnish and Install 8 -inch Plug Valve and Box
EA
3
$
1,486.50
$
4,459.50
EA
$
-
EA
3
$
1,486.50
$
4,459.50
2660-7
Furnish and Install 16" Tee
EA
1
$
1,442.70
$
1,442.70
EA
$
-
EA
1
$
1,442.70
$
1,442.70
2660-8
Furnish and Install 16" x 12" Tee
EA
1
$
1,331.40
$
1,331.40
EA
$
-
EA
1
$
1,331.40
$
1,331.40
2660-9
Furnish and Install 16" 45 Degree Fitting
EA
8
$
1,102.44
$
8,819.52
EA 1
6 $
1,102.44 $
6,614.64
JEA
1 14
$
1,102.44
$
15,434.16
2660-10
Furnish and Install 16" Plug
EA
1
$
763.24
$
763.24
EA
$
EA
1 I
$
763.24
$
763.24
2660-11
Furnish and install 16" Cap
EA
1
$
773.84
$
773.84
EA
$
EA
1 I
$
773.84
$
773.84
RC-5Furnish
and install 12"x4" Tee
EA
1
$
615.88
$
615.88
EA
$
EA
1
$
615.88
$
615.88
RC -6
Furnish and install 12" 45 degree Fitting
EA
4
$
662.00
$
2,648.00
EA
$
-
EA
4
$
662.00
$
2,648.00
RC -7
Furnish and install 12" 90 degree Fitting
EA
1
$
681.96
$
681.96
EA
$
-
EA
1
$
681.96
$
681.96
RC -8
Furnish and install 12" Cap
EA
1
$
432.50
$
432.50
EA
1
$
432.50
$
432.50
EA
2
$
432.50
$
865.00
2660-12
Furnish and install 12" Cap
EA
1
$
432.50
$
432.50
EA
$
-
EA
1
$
432.50
$
432.50
2730-9
Furnish and install 8" 45 degree Fitting
EA
4
$
485.50
$
1,942.00
EA
16
$
485.50
$
7,768.00
EA
20
$
485.50
$
9,710.00
2730-10
Furnish and install 8" 90 degree Fitting
EA
1
$
496.10
$
496.10
EA
1
$
496.10
$
496.10
EA
2
$
496.10
$
992.20
2730-11
Furnish and install 8" Plug
EA
1
$
120.00
$
120.00
EA
$
-
EA
1
$
120.00
$
120.00
2730-12
Furnish and install Manhole
EA
7
$
4,101.30
$
28,709.10
EA
$
-
EA
7
$
4,101.30
$
28,709.10
2660-13
Furnish and install Water Service Connection
EA
4
$
175.00
$
700.00
EA
$
-
EA
4
$
175.00
$
700.00
2730-13
Furnish and install ARV Assembly
EA
7
$
2,776.93
$
19,438.51
EA
$
-
EA
7
$
2,776.93
$
19,438.51
2660-14
Furnish and install Blow -Off Valve Assembly
EA
4
$
670.07
$
2,680.28
EA
$
-
EA
4
$
670.07
$
2,680.28
2660-15
Furnish and install Fire Hydrant Assembly
EA
10
$
3,375.63
$
33,756.30
EA
1
$
3,375.63
$
3,375.63
EA
11
$
3,375.63
$
37,131.93
2730-14
Furnish and install Lift Station and All Appurtenances
LS
1
$
165,226.00
$
165,226.00
LS
$
-
LS
1
$
165,226.00
$
165,226.00
2660-16
Connect 16" Water Main to 20" Water Main (By
Others) with 16"x20" Reducer
EA
1
$
2,116.90
$
2,116.90
EA
$
-
EA
1
$
2,116.90
$
2,116.90
RC -8
Connect 12" Reuse Main to 8" Reuse Main (By Others)
with 8"x12" Reducer
EA
1
$
1,092.92
$
1,092.92
EA
$
-
EA
1
$
1,092.92
$
1,092.92
2730-15
Connect 8" Force Main to 12" Existing Force Main with
8"x12" Reducer
EA
1
$
1,654.40
$
1,654.40
EA
$
-
EA
1
$
1,654.40
$
1,654.40
Subtotal - Utility Construction
$
661,061.72
$
40,757.47
0
$
-
$
701,819.19
Landscape and Hardscape
0
$
-
LS -1 -LIN -65
White Craps Myrtle
EA
16
$
314.15
$
5,026.40
EA
$
-
EA
16
$
314.15
$
5,026.40
LS -1 -LIT -65
Red Craps Myrtle -65 Gal
EA
21
$
314.15
$
6,597.15
EA
$
-
EA
21
$
314.15
$
6,597.15
LS-1-LJAb10
Japanese Privet
EA
45
$
391.40
$
17,613.00
EA
$
-
EA
45
$
391.40
$
17,613.00
LS-1-MG100
Southern Magnolia -100 Gal
EA
15
$
566.50
$
8,497.50
EA
-2 $
566.50 $
1,133.00
EA
13
$
566.50
$
7,364.50
LS-1-QV100
Live Oak -100 Gal
EA
94
$
571.65
$
53,735.10
EA
-17 $
571.65 $
9,718.05
EA
77
$
571.65
$
44,017.05
LS -1 -SP -18
Cabbage Palm
EA
12
$
154.50
$
1,854.00
EA
$
EA
12
$
154.50
$
1,854.00
LS -1 -TDI -15
Bald Cypress -15 Gal
EA
6
$
51.50
$
309.00
EA
$
-
EA
6
$
51.50
$
309.00
LS -1 -TDI -30
Bald Cypress -30 Gal
EA
7
$
123.60.
$
865.20
EA
$
-
EA
7
$
123.60
$
865.20
LS -1 -TDI -65
Bald Cypress -65 Gal
EA
8
$
370.80
$
2,966.40
EA
$
-
EA
8
$
370.80
$
2,966.40
LS -1 -AN
Annuals
EA
178
$
1.44
$
256.32
EA
$
-
EA
178
$
1.44
$
256.32
LS-1-ICORB
Burford Chinese Holly -3 Gal
EA
165
$
9.17
$
1,513.05
EA
$
-
EA
165
$
9.17
$
1,513.05
LS-1-ICORDB
Dwarf Burford Chinese Holly -3 Gal
EA
1617
$
9.17
$
14,827.89
EA
$
-
EA
1617
$
9.17
$
14,827.89
LS-1-JCHP
Parson's Juniper -1 Gal
EA
404
$
3.86
$
1,559.44
EA
$
-
EA
404
$
3.86
$
1,559.44
LS-1-JCOB
Blue Shore Juniper -1 Gal
EA
76
$
3.86
$
293.36
EA
$
-
EA
76
$
3.86
$
293.36
LS-1-LCGM
Yellow Dwarf Lantana -1 Gal
EA
1364
$
3.61
$
4,924.04
EA
$
-
EA
1364
$
3.61
$
4,924.04
LS-1-LCRZ
Dwarf Fringe Bush -3 Gal
EA
891
$
9.27
$
8,259.57
EA
$
-
EA
891
$
9.27
$
8,259.57
LS-1-LMUEV
Evergreen Giant Border Grass -1 Gal
EA
1614
$
3.35
$
5,406.90
EA
-448 $
3.35 $
1,500.80
EA
1166
$
3.35
$
3,906.10
LS-1-PLIB
Blue Plumbago -3 Gal
EA
255
$
9.27
$
2,363.85
EA
$
-
EA
255
$
9.27
$
2,363.85
LS -1 -RIA
White Indian Hawthorn -3 Gal
EA
889
$
9.01
$
8,009.89
EA
$
-
EA
889
$
9.01
$
8,009.89
LS-1-RIMB15
Majestic Beauty Hawthorn -15 Gal
EA
48
$
92.70
$
4,449.60
EA
$
-
EA
48
$
92.70
$
4,449.60
LS-1-SBAK
Sand cord Grass -1 Gal
EA
734
$
3.09
$
2,268.06
EA
$
-
EA
734
$
3.09
$
2,268.06
LS -1 -SR -03
Saw Palmetto -3 Gal .
EA
22
$
24.72
$
543.84
EA
$
-
EA
22
$
24.72
$
543.84
LS-1-SSF
Floritam St. Augustine Sod
S.F.
50179
$
0.27
$
13,548.33
S.F.
75079 $
0.27 $
20,271.33
S.F.
125258
$
0.27
$
33,819.66
LS-I-TAK
Dwarf Minima Jasmine -1 Gal
EA
2343
$
3.61
$
8,458.23
EA
$
-
EA
2343
$
3.61
$
8,458.23
LS -1 -TJ
Confederate Jasmine -1 Gal
EA
822
$
3.86
$
3,172.92
EA
$
-
EA
822
$
3.86
$
3,172.92
LS -IRR
Irrigation System
LS
1
$
60,065.00
$
60,065.00
LS
$
-
LS
1
$
60,065.00
$
60,065.00
LA -2-1
Floatin Fountain
LS
1
$
4,063.00
$
4,063.00
LS
$
LS
1
$
4,063.00
$
4,063.00
HD -1-1
Anchor Wall System
LS
1
$
29,008.00
$
29,008.00
LS
$
ILS
1
$
29,008.00
1 $
29,008.00
Subtotal -Landscape and Hardscape
$ 270,455.04
1
1
$ 7,919.48
$ 278,374.52
*Installation of Bahia Sod not included in original bid
SF
SF
1 432501
$ 0.16
$ 6,920.00
LS
43250
$ 0.16
$ 6,920.00
*Redesign to existing San. Manhole (not included in
original bid)
EA
EA
1
$ 2,568.75
$ 2,568.75
1
$ 2,568.75
$ 2,568.75
Directional Drill of Ocoee -Apopka Road
LS
1
$ 14,162.50
$ 14,162.50
LS
1
14162.5
$ 14,162.50
School Zone Beacon Signage
LS
1
$ 81,479.00
$ 81,479.00
LS
1
81479
$ 81,479.00
Actual Bid Cost
$ 2,496,811.50
CO # 1-A
Purchase RCP from a non -Florida supplier
LS
1
$ 60,183.00
$ 60,183.00
LS
1
$ 60,183.00
$ 60,183.00
CO # 2-A
Install 140 LF of 20 -inch water main on Ocoee Crown
Point Parkway across West n Bay Blvd.
LS
1
$ 55,360.00
$ 55,360.00
LS
1
$ 55,360.00
$ 55,360.00
CO # 3-A
Install electrical service drop for irrigation controller
and fountain
LS
1
$ 10,911.30
$ 10,911.30
LS
1
$ 10,911.30
$ 10,911.30
CO # 3-B
Install irrigation on high school side of Ocoee Crown
Point Parkway including road crossings
LS
1
$ 58,315.95
$ 58 315.95
LS
1
$ 58,315.95
$ 58,315.95
CO # 3-C
Provide maintenance of landscaping to project
completion
LS
I 1
$ 8,835.75
$ 8,835.75
LS
1
$ 8,835.75
$ 8,835.75
Grand Total
I
I
$ 2,690,417.50
$ 142,505.00
$ 2,832,922.50
Ocoee Crown Point PUD Infastructure - Request for Change Order
City of Ocoee OCPS
Item No.
Description
Total Quantity
Unit
Unit Price
Total Cost
%
Quantity
Cost
%
Quantity
Cost
1
Sod
4610
sy
$1.59
$7,329.90
0.0%
0
$0.00
100.0%
4610
$7,329.90
2
Manhole (P-8)(<10')
1
ea
$2,339.88
$2,339.88
0.0%
0
$0.00
100.0%
1
$2,339.88
3
RCP (18"SS)
293
If
$17.95
$5,259.35
66.5%
194.845
$3,497.47
33.5%
98.155
$1,761.88
4
RCP (19'x30"SS)
16
If
$33.72
$539.52
0.0%
0
$0.00
100.0%
16
$539.52
5
RCP (24"SS)
362
If
$26.09
$9,444.58
100.0%
362
$9,444.58
0.0%
0
$0.00
6
RCP (30"SS)
15
If
$36.75
$551.25
100.0%
15
$551.25
0.0%
0
$0.00
7
RCP (60"SS)
6
If
$102.75
$616.50
0.0%
0
$0.00
100.0%
6
$616.50
8
MES (18" SD)
1
ea
$567.48
$567.48
100.0%
1
$567.48
0.0%
0
$0.00
9
Superpave Asphalt Conc. (Traffic C)
140
to
$55.60
$7,784.00
100.0%
140
$7,784.00
0.0%
0
$0.00
10
Asph Conc. Friction Crse (FC -6)
76
to
$75.60
$5,745.60
81.4%
61.864
$4,676.92
18.6%
14.136
$1,068.68
11
Furnish and install 12" PVC Reuse main
28
If
$19.38
$542.64
51.8%
14.504
$281.09
48.2%
13.496
$261.55
12
Furnish and install 12" PVC Water main
38
If
$18.50
$703.00
81.4%
30.932
$572.24
18.6%
7.068
$130.76
13
Furnish and install 8" PVC Force main
132
If
$11.38
$1,502.16
51.8%
68.376
$778.12
48.2%
63.624
$724.04
14
Furnish and install 8" PVC Water main
11
If
$10.96
$120.56
81.4%
8.954
$98.14
18.6%
2.046
$22.42
16
Furnish and install 12" PVC
8
If
$28.96
$231.68
51.8%
4.144
$120.01
48.2%
3.856
$111.67
18
Furnish and install 16" Gate Valve and Box
3
ea
$3,842.54
$11,527.62
51.8%
1.554
$5,971.31
48.2%
1.446
$5,556.31
19
Furnish and install 12" Gate Valve and Box
3
ea
$1,572.54
$4,717.62
51.8%
1.554
$2,443.73
48.2%
1.446
$2,273.89
20
Furnish and install 8" Gate Valve and Box
3
ea
$908.44
$2,725.32
81.4%
2.442
$2,218.41
18.6%
0.558
$506.91
21
Furnish and install 16" 45 Degree Fitting
6
ea
$1,102.44
$6,614.64
51.8%
3.108
$3,426.38
48.2%
2.892
$3,188.26
22
Furnish and install 12" Cap
1
ea
$432.50
$432.50
51.8%
0.518
$224.04
48.2%
0.482
$208.47
23
Furnish and install 8" 45 Degree Fitting
16
ea
$485.50
$7,768.00
8.1.4%
13.024
$6,323.15
18.6%
2.976
$1,444.85
24
Furnish and install 8" 90 Degree Fitting
1
ea
$496.10
$496.10
81.4%
0.814
$403.83
18.6%
0.186
$92.27
26
Furnish and install Fire Hydrant Assembly
1
ea
$3,375.63
$3,375.63
51.8%
0.518
$1,748.58
48.2%
0.482
$1,627.05
27
Additional Floratam Sod per Engineers Fax on 11/4/2004
75079
sf
$0.27
$20,271.33
100.0%
75079
$20,271.33
0.0%
0
$0.00
28
Installation of Bahia sod per Engineer's fax 11/4/2004
43250
sf
$0.16
$6,920.00
100.0%
43250
$6,920.00
0.0%
0
$0.00
29
QV -100
-17
ea
$571.65
-$9,718.05
100.0%
-17
-$9,718.05
0.0%
0
$0.00
30
MG -100
-2
ea
$566.50
-$1,133.00
100.0%
-2
-$1,133.00
0.0%
0
$0.00
31
LMUEV
-448
ea
$3.35
-$1,500.80
100.0%
-448
-$1,500.80
0.0%
0
$0.00
32
Install Handrail
904
If
$45.76
$41,367.04
100.0%
904
$41,367.04
0.0%
0
$0.00
33
Install Sanitary Manhole (design change material only
1
ea
$2,568.75
$2,568.75
100.0%
1
$2,568.75
0.0%
0
$0.00
341
Payment and Performance Bond
1
1 Is
1 $2,794.20
1 $2,794.20
1 74.5%
1 0.745
1 $2,081.68
1 25.5%
1 0.255
1 $712.52
Total Cost $142,505.00
notal City of Ocoee $111,987.66 Total OCPS Cost $30,517.34
Cost