HomeMy WebLinkAboutItem #07 Change Order No. 5 Old Winter Garden Rd/Prof. Parkway Project
AGENDA ITEM COVER SHEET
Meeting Date: September 19, 2006
Item # 1
Contact Name:
Contact Number:
David Wheeler
407 -905-3100, ext. 1504
Reviewed By:
Department Director:
City Manager:
Subject:
Change Order NO.5 (Final) with Prime Construction Group, Inc. for the Old Winter Garden
Road/Professional Parkway Project
Background Summary:
The Old Winter Garden Road/Professional Parkway project will widen these roads to a four lane
divided section and realign the intersection of Bluford Avenue from a "wye" intersection to a
signalized "cross" intersection. The project also includes relocation of underground utilities within
the roadway right-of-way.
Change Order No. 5 includes four areas of adjustments to the overall project: 1) additional items of
new construction in the roadway portion; 2) adjustment of quantities in the roadway portion; 3)
adjustment of quantities in the Ocoee Utilities portion; and 4) adjustment of quantities in the Orange
County Utilities portion. The last three portions are to final the project. The road widening project is
being performed under a JPA Agreement between the City of Ocoee and Orange County and the
funding is spelled out in that agreement. The proportionate shares for the roadway portion of the
project are 66.43% Orange County and 33.57% for Ocoee. The Ocoee Utilities portion is paid
100% by Ocoee and the Orange County Utilities portion is paid 100% by Orange County. Details of
the proposed changes are included in the attached copy of the Change Order NO.5. The amount
of the change order is an increase of $169,746.16, with no adjustment in contract time.
Issue:
The Engineering Department has proposed changes to the Old Winter Garden Road/Professional
Parkway project and requests that the City Commission approve Change Order no. 5 with Prime
Construction Group, Inc.
Recommendations
The Engineering Department recommends that the City Commission approve Change Order No. 5
for the additional work and increase the construction contract by $169,748.16, with no adjustment in
contract time, and authorize the Mayor and City Clerk to execute the change order.
Attachments:
1) Change Order NO.5 between the City of Ocoee and Prime Construction Group, Inc.
Financial Impact:
The funding for this change order will be split between the Ocoee Utilities Bond Issue, Ocoee Public Works
Transportation Bond Issue, Orange County Public Works, and Orange County Utilities. Based upon the
breakdowns and proportionate shares provided previously in this staff report the cost sharing for this change
order is as follows: Ocoee Utilities is $15,238.50; Ocoee Transportation is $50,627.47; Orange County Public
Works is $100,184.19: and Orange County Utilities is $3,696.00, for a total cost of$169,746.16.
Type of Item:
o Public Hearing
o Ordinance First Reading
o Ordinance First Reading
o Resolution
IZI Commission Approval
o Discussion & Direction
For Clem's Deot Use:
o Consent Agenda
o Public Hearing
o Regular Agenda
D Original DocumenUContract Attached for Execution by City Clerk
D Original DocumenUContract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
o N/A
o N/A
o 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 Mayor and City Commissioners
FROM:
David A. Wheeler, P .E.
City Engineer & Director of Public Utilities
DATE:
September 11, 2006
RE:
Approval of Change Order No.5 (Final)
With
Prime Construction Group, Inc.
For
Old Winter Garden Road/Professional Parkway Project
ISSUE
The Engineering Department requests that the City Commission approve Change Order no. 5 with Prime
Construction Group, Inc. on the Old Winter Garden Road/Professional Parkway project in the amount of an
increase of$169,746.16, with no adjustment in contract time.
BACKGROUNDIDISCUSSION
The Old Winter Garden Road/Professional Parkway project will widen these roads to a four lane divided section
and realign the intersection of Bluford A venue from a "wye" intersection to a signalized "cross" intersection.
The project also includes relocation of underground utilities within the roadway right-of-way. All of the
utilities in the area are affected and require some amount of relocation.
Change Order No.5 includes adjustments in quantities to the Ocoee and Orange County Utilities portions of the
project, adjustments in quantities to the roadway portion and additions to roadway portion of the joint venture
Ocoee/Orange County roadway widening project. The road widening project is being performed under a JPA
Agreement and the funding is spelled out in that agreement. Ocoee and Orange County Utilities are funding
their work within the project area.
The first sixteen items (C005 -01 to 16) on the change order involves additions to the roadway portion of the
project. The items generally included relocation and/or repair of existing facilities that were found to be in
conflict upon exposing them, working around the temporary signal at Blackwood A venue, removing some old
concrete slabs and foundations discovered during construction, repairs to private irrigation systems within the
temporary construction easements, removal of dead trees, modifications to existing sidewalks for the
installation of street lights, additional maintenance of traffic at Blackwood and Hemple intersections, additional
grading for proper drainage at Westgate property, replace new irrigation controller to make all the same as
battery operated systems, additional irrigation on Blackwood Avenue, and removal and replacement of 4 foot
sidewalk associated with the roadway project not utility associated. All of these items cost an additional
$72,369.59 and are paid as proportionate shares by Ocoee (33.57%) and Orange County (66.43%).
The next group of items (C017 to 49) on the change order involves adjustments to quantities to the roadway
portion of the project. There were 136 items of work required under this contract on this project. There were
24 work items that were over the estimated contract quantity which had a value of $199,944.95 to the contractor
and 10 work items that were under the estimated contract quantity which had a value of$121,502.88 to the City.
All of these items had a net result in an increase in contract amount of $78,442.07 and are paid as proportionate
shares by Ocoee (33.57%) and Orange County (66.43%).
The next group of items (C050 to 69) on the change order involves adjustments to quantities to the Ocoee
Utilities portion of the project. There were 49 items of work required under this contract on this project. There
were 12 work items that were over the estimated contract quantity which had a value of $45,263.50 to the
contractor and 8 work items that were under the estimated contract quantity which had a value of $30,025.00 to
the City. All of these items had a net result in an increase in contract amount of $15,238.50 and are covered
100% by Ocoee Utilities under the 1997 Utility Bond Issue.
The next group of items (C069 to 74) on the change order involves adjustments to quantities to the Orange
County Utilities portion of the project. There were 10 items of work required under this contract on this project.
There were 3 work items that were over the estimated contract quantity which had a value of $6,271.00 to the
contractor and 2 work items that were under the estimated contract quantity which had a value of $2,575.00 to
the County. All of these items had a net result in an increase in contract amount of $3,696.00 and are covered
100% by Orange County Utilities through the JP A Agreement for the utility work.
The funding for this change order will be split between the Ocoee Utilities Bond Issue, Ocoee Public Works
Transportation Bond Issue, Orange County Public Works, and Orange County Utilities. Based upon the
breakdowns and proportionate shares provided previously in this staff report the cost sharing for this change
order is as follows: Ocoee Utilities is $15,238.50; Ocoee Transportation is $50,627.47; Orange County Public
Works is $100,184.19: and Orange County Utilities is $3,696.00, for a total cost of $169,746.16. This change
order provides for an increase of 2.55% to the original contract amount of $6,656,540. The total amount of
change order work to date is $242,745.29, or 3.647% ofthe original contract price.
The change order is attached for review.
City of Ocoee
Engineering/Uti I ities
150 North Lakeshore Drive
Ocoee, Florida 34761-2258
FINAL
CHANGE ORDER NO. ~
CITY OF OCOEE
PROJECT NO.: 804-05/ OE-382-3.0
DATE: Auqust 31.2006
CONTRACTOR: Prime Construction GrouP. Inc.
AGREEMENT DATE: June 16. 2004
The following changes are hereby made to the CONTRACT DOCUMENTS.
Original CONTRACT PRICE
$6.656.540.00
Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDER
$6.729.539.13
Net Increase/Decrease Resulting from this CHANGE ORDER
$ 169.746.16
The current CONTRACT PRICE including this CHANGE ORDER
$6.899.285.29
ORIGINAL CONTRACT TIME:
~Consecutive Calendar Days from Notice to Proceed
Date: May 23. 2006
Current CONTRACT TIME adjusted by previous CHANGE ORDERS
Date: May 23. 2006
Net Increase Resulting from this CHANGE ORDER
Days: -0-
Current CONTRACT TIME Including this CHANGE ORDER
Date: May 23. 2006
1. Roadway Items Changes Cost Breakdown:
Subtotal Cost Change at $150,811.66
Orange County Portion of Cost at 66.43% of Subtotal $100,184.19
City of Ocoee Portion of Cost at 33.57% of Subtotal $50,627.47
2. City of Ocoee Utilities Items Change Cost at $15,238.50
3. Orange County Utilities Items Change Cost at $3,696.00
kOE-382-C/O Page 1 of 11
CHANGES ORDERED:
I. GENERAL
This change order is necessary to cover changes in the work to be performed under this Contract.
The GENERAL CONDITION, SUPPLEMENTARY CONDITIONS, SPECIFICATIONS and all parts
of the Project Manual listed in Article 1, Definitions, of the GENERAL CONDITIONS apply to and
govern all work under this change order.
II. REQUIRED CHANGES
CO-05-01 - Relocate existing 4" FM found to be in conflict with proposed 18" storm sewer at
STA 319+20, right. (South of Blackwood Avenue)
CO-05-02 - Additional costs associated with conflict between proposed 24" storm sewer and
existing signal strain pole at ST 349+20, left. Due to project phasing and MOT
storm system had to be installed prior to new signal installation which required
necessary unanticipated protection/work.
CO-05-03 - Remove existing foundation at proposed curb line in Hemple Avenue.
Foundation not shown by Contract Plans (unforeseen condition).
CO-05-04 - Private owner irrigation repairs within T.C.E.'s from 05/05/05 through 04/07/06.
Miscellaneous location along length of project inside various T.C.E.'s.
CO-05-05 - Repair existing sanitary sewer main at STA 116+50, right. Existing stubouts not
shown by plans. Same damaged during storm sewer construction process and
had to be removed and sanitary sewer repaired.
CO-05-06 - Remove dead oak trees located around Oak Forest Apartments, potable water
backflow preventer (4 total at $558.25/ea). Watermain service connection to
backflow preventer relocated to allow for new roadway construction.
CO-05-07 - Modify existing sidewalk to accommodate installation of new street light poles
within the Right of Way. Not enough space provided from back of sidewalk to
Right-of-Way (3") to allow for light poles installation.
CO-05-08 - Additional MOT work and bid item work at N. Blackwood Avenue. Same includes
existing curb removed and disposed and temporary pavement. Same required to
provide for proper MOT and to correct paving grade issue not anticipated by the
original plans.
CO-05-09 - Additional MOT work and bid item work at Hemple Avenue. Same includes
additional temporary pavement, traffic control devices, survey and temporary
striping. Same required to provide for proper MOT.
CO-05-10 - Modify driveway and drainage swale at STA 113+00:t, left (Westgate). Existence
of other utilities (underground telephone and power) as well as necessary work to
maintain property drainage system required necessary field modification to
accommodate new construction that was not anticipated by the original plan.
k:OE-382-C/O Page 2 of 11
CO-05-11 -
CO-05-12 -
CO-05-13 -
CO-05-14 -
CO-05-15 -
CO-05-16 -
CO-05-17 -
thru
CO-05-74
III. JUSTIFICATION
Private owner irrigation repairs within T.C.E.'s from 04/08/06 through 06/30/06.
Return irrigation system to preconstruction condition after construction completed
inside T.C.E. at Walmart.
Additional private irrigation reconstruction at Health Express in T.C.E.'s. Return
irrigation system to preconstruction condition after construction completed
pursuant to T.C.E. legal agreement.
Remove and dispose of existing buried concrete slabs at Matador Street and
Market Street not shown by original plans (unforeseen work).
Replace AC type electrical irrigation controllers with battery operated controllers.
No AC power source readily available so all controllers changed to battery type.
Additional irrigation system construction at N. Blackwood Avenue median island.
Reconstruction of existing City of Ocoee median irrigation system.
Measured quantity of 4" sidewalk removed and replaced associated with roadway
construction.
Final measured quantity adjustments.
CO-05-01 - Existing 4" forcemain required to be relocated to allow for installation of proposed
18" storm sewer.
CO-05-02 Existing signal pole had to remain in place and in service during 24" storm sewer
installation. Signal pole and signal control panel both had to be held in place
during storm system installation. Very close proximity of storm to existing signal
pole and panel slowed installation operations to a few feet per day.
CO-05-03 - Existing foundation not reflected by plans. Same had to be removed to allow
proposed construction on Hemple to be performed.
CO-05-04 - Private owner irrigation systems repair within T.C.E.'s from 05/03/05 through
04/07/06.
CO-05-05 - Existing sanitary sewer stubouts discovered during storm system installation.
Same not reflected by the plans. Same removed from existing sanitary sewer
system to allow storm sewer construction to proceed.
CO-05-06 - Four oak trees located around relocated Oak Forest Apartments potable water
backflow preventer removed. Appears that trees were killed due to preventer
relocation in very close proximity to trees. Trees removed so that they would not
fall on relocated backflow preventer.
CO-05-07 - Proposed sidewalk installed per plan did not allow for enough room from back of
sidewalk to Right of Way for light poles to be installed. Sidewalk was modified at
the location of each light pole so same could be installed and remain within Right
of Way.
k:OE-382-C/O Page 3 of 11
CO-05-08 -
CO-05-09 -
CO-05-10 -
CO-05-11 -
CO-05-12 -
CO-05-13 -
CO-05-14 -
CO-05-15 -
CO-05-16 -
CO-05-17 -
thru
CO-05-74
k:OE-382-C/O
Original plans did not include detailed MOT plan for N. Blackwood Avenue
reconstruction. Level of required MOT not anticipated in original proposed work.
Item reflects includes are actual measured additional work elements
performed/provided to accommodate proper MOT for N. Blackwood
Avenue/OWGR intersection. Same does not include original work items reflected
by Bid Items.
Original plans did not include detailed MOT plan for Hemple Avenue
reconstruction. Level of required MOT not anticipated in original proposed work.
Items reflects actual measured additional work elements performed/provided to
accommodate proper MOT for Hemple Avenue/OWGR intersection. Same does
not included original work items reflected Bid Items
Original plans did not include detailed grading plan for area in question. Driveway
required adjustment along with considerable detailed grading to insure that
existing facilities were avoided while permitting required drainage systems to
remain in place and status active.
Private owner irrigation repairs within T.C.E.'s from 04/08/06 through 06/30/06.
Private owner irrigation repairs at Health Express in T.C.E.
Existing buried concrete slabs not reflected by plans. Same had to be removed
to allow proposed work to be performed.
The original plans called for AC type electrical irrigation controllers at a number of
locations on the project. However, no provisions for providing power services to
the controllers were detailed. From review of estimated costs by the contractor
for needed provided services it was found that battery operated controllers were
much more cost effective.
Additional irrigation system construction required at N. Blackwood Avenue
median island. Temporary traffic control work through the existing median
damaged the existing irrigation system beyond repair.
Storm system construction around Pond "2" required removal of part of the
existing sidewalk and reinstallation to match new grade. Storm water pipe route
for Pond "3" was in very close proximity to existing sidewalk. To install storm
system sidewalk had to be removed and reinstalled. Quantity represents
measured value of removal only. Installation of additional sidewalk address
under original Bid Item.
Final measured quantity adjustments.
Page 4 of 11
IV. NARRATIVE OF NEGOTIATIONS - CHANGE ORDER NO. 05
CO-05-01 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $2,648.60 appears reasonable and is hereby recommended for
acceptance.
CO-05-02 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $5,624.02 appears reasonable and is hereby recommended for
acceptance.
CO-05-03 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $2,163.09 appears reasonable and is hereby recommended for
acceptance.
CO-05-04 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $1,540.35 appears reasonable and is hereby recommended for
acceptance.
CO-05-05 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $6,061.12 appears reasonable and is hereby recommended for
acceptance.
CO-05-06 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $1,674.75 appears reasonable and is hereby recommended for
acceptance.
CO-05-07 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $841.91 appears reasonable and is hereby recommended for
acceptance.
CO-05-08 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $3,126.19 appears reasonable and is hereby recommended for
acceptance.
CO-05-09 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $19,212.00 appears reasonable and is hereby recommended
for acceptance.
CO-05-10 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $2,522.59 appears reasonable and is hereby recommended for
acceptance.
CO-05-11 - Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $6,140.75 appears reasonable and is hereby recommended for
acceptance.
k:OE-382-C/O Page 5 of 11
k:OE-382-C/O
CO-05-12 -
CO-05-13 -
CO-05-14 -
CO-05-15 -
CO-05-16 -
CO-05-17 -
thru
CO-05-74
Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $2,448.88 appears reasonable and is hereby recommended for
acceptance.
Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $3,211.94 appears reasonable and is hereby recommended for
acceptance.
Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $11,037.00 appears reasonable and is hereby recommended
for acceptance.
Time and Material Contractor Proposed Change provided detailing necessary
work performed appears to be consistent with CEI daily reports of construction.
Proposed cost of $1,786.40 appears reasonable and is hereby recommended for
acceptance.
Quantity represents measured value of work performed. Work performed at
established contract unit price for similar work provided under City of Ocoee
Utility Item for removal and replacement of sidewalk ($35.00/SY) minus new 4"
sidewalk bid item unit price (25.00/SY). Sidewalk removal and disposal at unit
price of $10.00/SY.
Final measured quantity adjustments.
Page 6 of 11
V. PAYMENT
1. Roadway Items Changes Cost Breakdown:
Subtotal Cost Change at $150,811.66
Orange County Portion of Cost at 66.43% of Subtotal $100,184.19
City of Ocoee Portion of Cost at 33.57% of Subtotal $50,627.47
2. City of Ocoee Utilities Items Change Cost at $15,238.50
3. Orange County Utilities Items Change Cost at $3,696.00
Change Description Net Increase Unit Unit Price Net Increasel
Order Item I (Decrease) (Decrease)
No. Quantity Price
FINAL CHANGE ORDER NEW ITEMS OF WORK
CO-05-01 Relocate existing 4" FM found to be in All LS $2,648.60 $2,648.60
conflict with proposed 18" storm sewer
CO-05-02 Cost associated with conflict between 24" All LS $5,624.02 $5,624.02
storm sewer
CO-05-03 Remove foundation at curb line in Hemple All LS $2,163.09 $2,163.09
Avenue
CO-05-04 Private owner irrigation repairs with T.E.C.'s All LS $1,540.35 $1,540.35
CO-05-05 Repair SS main at STA 116+50, right All LS $6,061.12 $6,061.12
CO-05-06 Remove dead trees; Potable water backflow All LS $1,674.75 $1,674.75
preventer
CO-05-07 Modify sidewalk for installation of new poles All LS $841.91 $841.91
CO-05-08 Additional MOT work @ N. Blackwood Ave. All LS $3,126.19 $3,126.19
CO-05-09 Additional Mot work @ Hemple Avenue All LS $19,212.00 $19,212.00
CO-05-10 Modify d/w & drainage swale @STA 113+00 All LS $2,522.59 $2,522.59
CO-05-11 Private owner irrigation repairs within TCE All LS $6,140.75 $6,140.75
CO-05-12 Additional irrigation reconstruction at Health All LS $2,448.88 $2,448.88
Express
CO-05-13 Remove buried concrete slabs at Matador All LS $3,211.94 $3,211.94
and Market Streets
CO-05-14 Replace AC type controllers with battery All LS $11,037.00 $11,037.00
controllers
CO-05-15 Additional irrigation system @ N. Blackwood All LS $1,786.40 $1,786.40
CO-05-16 Measured quantity 4" sidewalk remove 233 SY $10.00 $2,330.00
associated with roadway construction
Subtotal of New Items of Work & Additional Roadway Items $72,369.59
k:OE-382-C/O Page 7 of 11
FINAL MEASURED QUANTITY ADJUSTMENT
CO-05-17 Bid Item #110-6 - Pugging water wells 3 EA $3,000.00 $9,000.00
CO-05-18 Bid Item #120-1 - Excavation, regular 888.15 CY $1.25 $1,110.19
CO-05-19 Bid Item #120-6 - Embankment 775 CY $6.00 $4,650.00
CO-05-20 Bid Item #160-4 - Type B Stabilization (4,157) SY $3.00 ($12,471.00)
CO-05-21 Bid Item #285-709-327 - Optional Base 2838 SY $20.00 $56,760.00
CO-05-22 Bid Item #285-709-990 - Optional Base (490.75) SY $10.50 ($5,152.88)
CO-05-23 Bid Item #327-70-5 - Milling asphalt (266.5) SY $4.00 ($1,066.00)
pavement
CO-05-24 Bid Item #331-72-10 - Type "S" asphaltic 320 SY $6.00 $1,920.00
concrete (1@))
CO-05-25 Bid Item #331-72-30 - Type "S" asphaltic 300 SY $10.00 $3,000.00
concrete (3@))
CO-05-26 Bid Item #337-7-3 - Asphaltic concrete 697 SY $4.00 $2,788.00
friction course
CO-05-27 Bid Item #430-11-225 - Concrete pipe 48 LF $35.00 $1,680.00
culvert (18)
CO-05-28 Bid Item #430-11-223 - Concrete pipe (32) LS $60.00 ($1,920.00)
culvert (30)
CO-05-29 Bid Item #430-11-240 - Concrete pipe 26 LF $95.00 $2,470.00
culvert (42)
CO-05-30 Bid Item #430-982-233 - 30" MES 2 EA $1,500.00 $3,000.00
CO-05-31 Bid Item #520-1-10 - Concrete curb & gutter 214 LF $16.00 $3,424.00
CO-05-32 Bid Item #520-2-1 - Concrete curb (Type A) 383 LF $16.00 $6,128.00
CO-05-33 Bid Item #520-2-4 - Concrete curb (Type D) (52) LS $15.00 ($780.00)
CO-05-34 Bid Item #520-5-11 - Concrete traffic 735 LF $23.00 $16,905.00
separator
CO-05-35 Bid Item #522-1 - 4" Sidewalk 233 SY $25.00 $5,825.00
CO-05-36 Bid Item #522-2 - 6" sidewalk 68 SY $35.00 $2,380.00
CO-05-37 Bid Item #524-1-1 - Concrete ditch 23 SY $34.00 $782.00
pavement
CO-05-38 Bid Item #550-2 - Fencing Type "B" 385 LF $17.00 $6,545.00
CO-05-39 Bid Item #575-1-4 - St. Augustine Sod (32,494) SY $3.00 ($97,482.00)
CO-05-40 Change Order Item #CO-02-12, Bahia sod 39,862 SY $1.48 $58,995.76
CO-05-41 Bid Item #630-1-12 - Conduit (F&I) (250) LS $5.00 ($1,250.00)
CO-05-42 Bid Item #633-123-2 - Cable (Fiber Optic) 698 LF $5.00 $3,490.00
CO-05-43 Bid Item #635-1-11 - Pull & junction boxes (2) EA $290.00 ($580.00)
CO-05-44 Bid Item #663-74-11 - Vehicle detector 1 AS $6,522.00 $6,522.00
assemblies
k:OE-382-C/O
Page 8 of 11
CO-05-45 Bid Item #665-11 - Pedestrian detector (1 ) EA $111.00 ($111.00)
CO-05-46 Bid Item #690-32-1 - Remove Poles 1 EA $1,100.00 $1,100.00
CO-05-47 Bid Items #670-5-412 - Actuated solid state 1 AS $530.00 $530.00
controller assembly
CO-05-48 Bid Items #700-40-1 - Sign (single post) 2 AS $470.00 $940.00
less than 12 SF
CO-05-49 Bid Item #700-46-21 - Sign existing (2) AS $345.00 ($690.00)
(relocates) (single post)
Subtotal Final Quantity Roadway Items $78,442.07
CO-05-50 Bid Item #A.01 - City of Ocoee Office Equip. (0.37) Allow $10,000.00 ($3,700.00)
CO-05-51 Bid Item #U2 - F&I 8" WM (45) LF $35.00 ($1,575.00)
CO-05-52 Bid Item #U3 - F&I 10" WM (5) LF $70.00 ($350.00)
CO-05-53 Bid Item #U4 - F&112" WM 16 LF $34.00 $544.00
CO-05-54 Bid Item #U6 - F&116" DI reclaimed WM 113 LF $47.00 $5,311.00
CO-05-55 Bid Item #U15 - F&112" DI reclaimed WM (2) EA $2,000.00 ($4,000.00)
CO-05-56 Bid Item #U19 - F&112" tapping (1 ) EA $5,700.00 ($5,700.00)
sleeve/valve
CO-05-57 Bid Item #U22 - F&I 8" line stop (1 ) EA $3,700.00 ($3,700.00)
CO-05-58 Bid Item #U23 - F&112" line stop (1 ) EA $5,600.00 ($5,600.00)
CO-05-59 Bid Item #U25 - F&I fire hydrant assembly (2) EA $2,700.00 ($5,400.00)
CO-05-60 Bid Item #U28 - Reclaimed water ARV 0.5 EA $3,500.00 $1,750.00
CO-05-61 Bid Item #U32 - 6" schedule 40 PVC 60 LF $14.00 $840.00
CO-05-62 Bid Item #U34 - 2" reclaimed water service 1 EA $1,700.00 $1,700.00
connection
CO-05-63 Bid Item #U37 - Asphalt removal & temp. 74.9 SY $35.00 $2,621.50
repair
CO-05-64 Bid Item #U38 - Remove & replace concrete 353 SY $35.00 $12,355.00
sidewalk
CO-05-65 Bid Item #U40 - Remove & dispose 10" AC 12 LF $10.00 $120.00
WM
CO-05-66 Bid Item #U41 - Remove 6" PVC WM 1346 LF $6.00 $8,076.00
CO-05-67 Bid Item #U44 - Remove 12" PVC WM 158 LF $7.00 $1,106.00
CO-05-68 Bid Item #U47 - Remove 6" PVC FM 140 LF $6.00 $840.00
CO-05-69 Bid Item #U48 - Remove 8" PVC FM 400 LF $25.00 $10,000.00
Subtotal Final Quantity City of Ocoee Utilities Items $15,238.50
k:OE-382-C/O
Page 9 of 11
CO-05-70 Bid Item #OC.02 - Install 12" PVC WM (67) LF $37.00 ($2,479.00)
CO-05-71 Bid Item #OC.03 - Install 12" DI WM 95 LF $44.00 $4,180.00
CO-05-72 Bid Item #OC.07 - Remove 12" DI WM (16) LF $6.00 ($96.00)
CO-05-73 Bid Item #OC.08 - Remove 12" PVC WM 243 LF $7.00 $1,701.00
CO-05-74 Bid Item #OC.09 - Remove 6" Dr WM 65 LF $6.00 $390.00
Subtotal Final Quantity Orange County Utilities Items $3,696.00
TOTAL $169,746.16
(Remainder of page left blank intentionally)
k:OE-382-C/O
Page 10 of 11
VI. APPROVAL AND CHANGE AUTHORIZATION
This proposed change to the Contract is to be approved by the Ocoee City Commission.
Acknowledgments:
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. 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. 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.
By:
Date:
Signature
f.. ~ - tJ&
Date:
Title:
Construction Manaqer
Title:
APPROVED BY:
CITY OF OCOEE. FLORIDA
Owner
By:
Attest:
Beth Eikenberry, City Clerk
S. Scott Vandergrift, Mayor
Date:
Date:
FOR USE AND RELIANCE ONLY BY THE
CITY OF OCOEE, APPROVED AS TO FORM
AND LEGALITY THIS DAY OF
,2006
APPROVED BY THE OCOEE CITY
COMMISSION IN A MEETING HELD ON
,2006
FOLEY & LARDNER
By:
City Attorney
Date:
k:OE-382-C/O
Page 11 of 11
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JOB NAME Old Winter Garden Road JOB# DATE
480 11/10/2005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 THURSDAY
EMPLOYEE NAME: JIC CODE MAN HOURS WIC CODE EQUIPMENT
SUPT. John .Feltni'ann ..' 2020 8.00 6217 132
Joby Gaeta 2032 8.00 5507 129
Jimm Hamm 2100 8.00 5507 64
Ricky Sanchez 2100 8.00 5507 48
Patrick Genovese 2100 8.00 5507 62
Chuck Keller 2100 8.00 5507 101
Ronnie Giddens 2100 8.00 5507 None
Leonard Malone 2100 8.00 5507 23
Paul Williams 2100 8.00 5507 60
Franklin Fisher 2100 8.00 5507 None
Ed Finney 2100 8.00 5507 52
Terry Kraper 2020 9.50 6217 146
Anthony McCartt 2030 9.50 6306 129/120
Chris Fagg 2140 9.50 6306 36
Jonathan T. Williams 2140 9.50 6306 N/A
Tim Ager 2140 9.50 6306 14
Derrick Morse 2140 9.50 6306 N/A
Jim Boyer 2140 9.50 6306 N/A
Corey Morse 2140 9.50 6306 N/A
WIC CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6211
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTION:
Total Production:
1) Installed 44' of 18" rcp
2) Tied in both 18" pipes with mud and brick into there respective structures.
3) removed 60' of 4" forcemain that was in our way we used 3 sleeves to tie it back together when we were done.
4) Backfilled everything complete in lifts and put the yard we had to go thru back to grade and slicked it off good.
5) continued rolling from sta. 102+90 to 106+00 to complete densities
6) compacted around S-100 and achieved densities.
7) hauled stabilized material to sta. 103+00 for the curb pad on the south side.
PROBLEMS:
1) A lot of potholing due to several utilities on that corner.
2) the areawas extremely tight between the streetlight pole and the ladies house everything had to move slow and
causiously.
SUBCONTRACTORS: Damingo poured 656' of 8' sidewalk from sta. 131 +19 to to 124+63 rt.
Schulman poured 492' of F curb from sta. 102+90 to 107+82, 275' of F curb from sta. 109+87 to 112+89 incl radius.
Schulman poured 603' of F curb from sta. 113+31 to 119+86 It. Incl radius.
MATERIALS: None
RENTED EQUIPMENT: None
. ~ A r~
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
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" National,
'''l1 t /\ k
vya erW~.i;r s
Branch
Account Salesperson
Invoice Date Invoice Number
407/297-6147
DAVE HAWKINS
11/11/05 2960450
Remit to:
NWW - Orlando FL
Branch - 051
3333 Old Winter G
Orlando FL 32805 0
ICE
National Waterworks, Inc.
PO BOX 100467
ATLANTA, GA
30384-0467
Total Amount Due
Shipped to:
CUSTOMER PICK-UP
236.43
00/000
00000
CUSTOMER JOB- OWGR480 O.W.G.R. #480
. Return Top Portion With Payment For Faster Credit
Thank You For The Opportunity To Serve You.
We appreciate your prompt payment
Date Ordered Date Shipp~d Customer PO No. Job Name Shipped Via Order Number
11/10/05 11/10/05 480. O.W.G.R. #480 WILL CALL 2960450
Product Code Description (h l;:Illtity O\Jan~ Back- Price Per Amount
(Jrdered s11i e Ordered
2104S112T 4 MJ L/P SLEEVE CP DI C153 3 3 31. 00000 EA 93.00
21AMF8042004PV 4" MEGALUG C900&IPS 2004PV RED 6 6 21.50000 EA 129.00
21AMGB04 4 MJ ACC GSKT & BOLTS SET L/GL 6 6 N/C EA
(LESS GLAND)
JOB:~ '-I '0 6 COOE#
POlO TE:$ RETIDATE:$
DATE TO BE PA....')--1~_
r. 'AN GERS MEMO:
APPR VAlS: ASST. MGR
ACC UNT1N3 REF -a
I}/; )DO 13~.
//
Freight
Delivery
Handling
Restock
Misc
Terms
NET 30
Tax
14.43
Subtotal
222.00
Invoice Total
236.43
r.
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V
THANK YOU FOR YOUR ORDER
VISIT WWW.NATIONALWATERWORKS.COM
FOR INVOICING BY EMAIL AND OTHER SERVICES OFFERED BY
NATIONAL WATERWORKS, INC.
Please pay this amount
...:t
~
NWW - Orlando FL
Branch - 05~
3333 Old Winter Garden Road
Orlando FL 32805 0000
"Local Service, Nationwide" INVOICE
I/VINW. nationalwaterwo rks. com
Page: 1
Invoice: 2960450
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JOB NArlAi:: Old Winter Garden Road JOB# DATE
480 11/2/2005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 Wednesday
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
SUPT. John .FeltlTlann 2020 9.00 6217 132
Joby Gaeta 2032 9.50 5507 125
Jimm Hamm 2100 8.00 5507 64
Ricky Sanchez 2100 10.00 5507 48
Patrick Genovese 2100 10.00 5507 52
Chuck Keller 2100 8.50 5507 101
Ronnie Giddens 2100 8.50 5507 None
Leonard Malone 2100 8.50 5507 None
Paul Williams 2100 8.50 5507 23
Franklin Fisher 2100 8.50 5507 62
Ed Finney 2100 10.00 5507 None
Terry Kraper 2020 9.50 5507 146
Anthony McCartt 2030 9.50 6306 129
Chris Fagg 2140 9.50 6306 36
Jonathan T. Williams 2140 9.50 6306 N/A
Tim Ager 2140 9.50 6306 14
Derrick Morse 2140 9.50 6306 N/A
Jim Boyer 2140 9.50 6306 N/A
Corey Morse 2140 9.50 6306 N/A
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTION:
Total Production:
1) Installed 40' of 24:rcp from S-316 to S-317 ,backfilled and compacted in lifts.
2) Tied in the 24" pipe to S-316 with mud and brick, Installed the riser to S-316
3) Cut out and Removed 11' of 30" steel casing that was holding old 12" water line at ST A-163+50 heading south.
4) Removed 45' of 12" watermain From STA163+50 to STA163+80,lncluding 3 thrust blocks,1 deadman block,a
bunch of 12" 22 degree bends, 1 90 degree bend and a 12" gate valve
5) continued hauling loads of soil cement to the back and stockpiling.
6) Repaired the gate to the stockpile area in the back (unknown how it was damaged)
7) continued pushing up stabiler material along OWG Rd. and hauling to the back for stockpiling.
8) started demo work on asphalt at Blackwood heading east that had piles of debris on it.
9) pushed up brush piles in the back for future burning and cleaned up sorting through and seperating materials.
10) checked and reapaired berms around open manholes to prevent silt from entering the storm system.
PROBLEMS:
1) Night started off good until we found a 30" steel pipe that was right in our way, we exposed a lot of it until we
found the end and saw it was a jack and bore casing for the old 12" water line,so we spent some time cutting threw
the casing then cutting out the waterline. ( Pictures below)
SUBCONTRACTORS: !\ None
MATERIALS: None
RENTED EQUIPMENT: 6kw generator from AJM rentals, street saw, plate compactor
PRIME CONSTRUCTION GROUP. INC.
DAILY REPORT
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JOB NAME Old Winter Garden Road JOB# DATE
480 11/6/2005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 SUNDAY
EMPLOYEE NAME: JIC CODE MAN HOURS WIC CODE EQUIPMENT
SUPT. John Feltmann 2020
Joby Gaeta 2030
Jimm Hamm
Ricky Sanchez
Patrick Genovese
Chuck Keller
Ronnie Giddens
Leonard Malone
Paul Williams
Franklin Fisher
Ed Finney
Terry Kraper 2020 9.50 6217 146
Anthony McCartt I 2030 9.50 6306 129
Chris Fagg 2140 9.50 6306 36
Jonathan T. Williams 2140 9.50 6306 N/A
Tim Ager 2140 9.50 6306 14/08
Derrick Morse 2140 9.50 6306 N/A
Jim Boyer 2140 9.50 6306 N/A
Corey Morse 2140 9.50 6306 N/A
WIC CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTION:
Total Production:
1) Installed 49' of 24" rcp from S-316 to S-317
i)Tied in the 24" rcp to S-317 with mud and brick, Backfilled and compacted all pipe installed in 12' lifts also utilizinQ
the water truck to !Jet moisture.
3) Removed 55" of 12" water line that was in our ditchline.
PROBLEMS:
f) Had to have additional pole support the concrete pole started to move when we got close so we added a strap to
the base of the pole and used loader 08 to hold it.
if Once past the Concrete pole we had to use loader 08 and a chain to keep the traffic electrictal box from fallinQ in
our ditch.
3) Cut overhead coax cable tv line(see write UP report)
4)man iniured T see reports for both)
SUBCONTRACTORS: None .
MATERIALS: None
RENTED EQUIPMENT: plate tamp
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
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Page 1
TRENCHING LOG:
TRENCH OPENED (TIME): 8:00 PM TRENCH CLOSED (TIME): 6:00 AM
TYPE OF SOIL (CIRCLE ONE) C
tRENCH DIMENSIONS: (L*W*H) 60 x 12 x 9
METHOD OF SHORING: Benching
LADDER USED? (CIRCLE ONE) Yes
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11/2/2005
Production (continued):
30" steel casing
Cutting of steel casing
S-316, new 12" water line, 30" casing wlold 12" water
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PC#: 050
~ 1081 9TH ST
WINTER GARDEN, FL
407-654-9516
Page:
1
34787
1 185CFM 125PSI DIESEL AIR COMPRESSOR 95.00 95.00
S61766 Make: LEROI Model: Q185DJE Ser #: 3515X722
HR OUT: 1889.400 HR IN: 1892.200 TOTAL: 2.800
Billed from 3/01/06 thru 3/01/06
1 90 LB AIR HAMMER 32.00 32.00
S224305 Make: APT Model: 180 Ser #: 18964M180
1 3/4" X 50' AIR COMPRESSOR HOSE 6.00 6.00
1 AIR HAMMER CHISEL 6.00 6.00
236.00
709.00
95.00
79.00
236.00
32.00
15.00
15.00
45.00
45.00
6.00
6.00
1
ITEMS:
Item number
ENVIRONMENTAL
ENVIRONMENTAL
DIESEL
2141XXXOOO
Unit
EA
Price
3.250
3.25
SALES
Qty
16.98
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Sub-total:
159.23
Tax:
10.36
Total:
169.59
CONTINUED
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IF THE EQUIPMENT DOES NOT WORK MULTIPLE SHIFTS OR CUSTOMER IS RESPONSIBLE FOR
PROPERLY. NOTIFY THE OFFICE AT ONCE OVERTIME RATES MAY APPLY REFUELING. DAMAGES AND REPAIRS
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1. Customer must call to release equipment and is responsible for released equipment until it is picked up.
2. I have had the opportunity to read the terms and conditions on both sides of this agreement, I have received and understand the safety instructions on the operation of the eqUipment I am renting. I
have received a complete copy of this agreement and agree to the terms and conditions on both sides. (Carefully read the terms and conditions on the reverse side of thiS page.)
3. Failure to return rental property or equipment upon expiration of the rental period and failure to pay all amounts due (Including cost for damage to the property or equipment) are prima facie evidence of
intent to defraud, punishable in accordance with section B 12.155, Florida Statutes.
Rental Protection Plan (LDW) YES NO Customer Initials. Code of safe practices tor all scaffold rentals Issued.
4. If paid by credit card; "I agree to pay above as per thiS sale contract according to the card Issuer agreement".
5. Buyer has inspected the Equipment and is purchasing It "AS IS" and "WHERE IS" Without any warranty whatsoever, express or implied.
x
DELIVERED BY
DATE
~
CUSTOMER SIGNATURE
DATE
NAME PRINTED
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Kreinheder & Son Lawn Maintenance, Inc.
993 Glenmeadow Dr.
Winter Garden, FL 34787
Bill To
PRIME CONSTRUCTION GROUP
1000 JETSTREAM DR.
ORLANDO F'L 32824
ATTN. JOHN FELTMANN
P.O. No.
Date
Invoice
11/19/2005 1406
Invoice #
Terms
Description
l-f';1/It-S tJA {Jt1Ir~7 51 cLeWA l-((. //-/9 - 0 S'
4 Irrigation Supplies 4 SMASHED MISTERS ON SE SIDE OF SE ENTRANCE
I Irrigation Supplies I INCH SLIP FIX SMASHED PIPE ON SE SIDE OF S/W
ENTRANCE
].5 ~rinklerRepair HOURS ~/J Afi/ 0 r--'_ ,AtK 11...5""'05
'#e~AIIl-J tJAlmA/lr 15[ '-f-W1J1 JI aL-wn
9 Irrigation Supplies MISTER HEA S TO REPLACE ONE MISSING AFTER
SIDEWALK RE-INST ALL ED
13.5 Irrigation Supplies FEET FLEX TUBE
Irrigation Supplies MISe. COUPLERS/FITTINGS
3.5 ~;~~:t 4e;~7t1~eHTMl / gtArj!J~opJS;JW&k
8 Irrigation Supplies MISTERS 11-/ q -- (J 5'
5 Irrigation Supplies ROTORS
15 Irrigation Supplies STICKS OF 3/4 INCH PIPE
18 Irrigation Supplies FT. FLEX TUBE
Irrigation Supplies MISe. COUPLERS/FITTINGS
6 Sprinkler Repair HOURS
Quantity
~~V'
Vf~
JOa# 1% 0 _ COOE# e, j
PO/DATE:$ RETJOATE:$
DATE TO BE PA~,) I _ I
MANAGERSMEMo:z,~;;:- CJ; <
APPROVALS: ASST. - - t MGR
t-\CCOUNTl~~G REF tJ. .
75Cf3
) 37. e
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Total
Project
$887.87
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National ~\h
Waterw~~rks //<~/ s~~ \
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NWW - Orlando F \0 'u.. \-'" \~'\;.
Branch - 051 ,:((\\ ...-0, 'l. \J\j~'
3333 Old Winte G'a'liil~n ~~ ~G~
Orlando FL 3280 O~,> ~t\\\J
407/297-6147 ~S\~
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<<~\~~
111111111111111111.1.1,111111111111.1 II 111111111111.1111111
PRIME CONSTRUCTION GROUP, INC.
PO BOX 590507
ORLANDO FL 32859-0507
Invoice Date
Invoice Number
Account
Salesperson
DAVE HAWKINS
3227000
055350
Shipped to:
CUSTOMER PICK-UP
00/000
00000 Z
~tlk ~( r.fll~'l/LCUST?MER
rt.
Return Top Portion With Payment For Faster Credit
2/21/06
Remit to:
National Waterworks, Inc.
PO BOX 100467
ATLANTA, GA
30384-0467
Total Amount Due
92.95
JOB- OWGR480 O.W.G.R. #480
Thank You For The Opportunity To Se/Ve You.
We appreciate your prompt payment
Date Ordered Date Shipped Customer PO No. Job Name
2/20/06 2/20/06 480 O.W.G.R. #480
Product Code
Description
3710B43344W
B43-344W 1 BMV PJ(CTS)XMN LW
BID SEQ# 3220
2X1 BRASS HEX BUSHING
C84-44 1 CPLG MIPXPJCTS
1XIOO' BLUE PE TUBING CTS ~
200 PS,I .l(":..:./~' \ ~ J
. f r .,' ' > J
/~ I) " ...\- ,., \\i.....r
I 'r,"-
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5.-~C[) .
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1
1
3020B10
3910C8444
0910E200C1B
1
100
.IG8~J 1s 0 CODE#
POiOAT :$ RETlDATE;S
DATE T BE PAID I I
fAANAG -RS MEMO: -----:'
I.PPRO ALS: .A.SST. MGR.
ACCO~. ~T1:~~ REF #
Freight
Deliyery
Handling
Restock
THANK YOU FOR YOUR ORDER
VISIT WWW.NATIONALWATERWORKS.COM
FOR INVOICING BY EMAIL AND OTHER SERVICES OFFERED BY
NATIONAL WATERWORKS, INC.
NWW - Orlando FL
Branch - 051.
3333 Old Winter Garden Road
Orlando FL 32805 0000
Shipped Via
WILL CALL
Order Number
3227000
Price
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7.29
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Invoice: 3227000
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(407) 656-2593
4/07/06 9:06 SC
553 SALE
----------------------------------------
43507 1 EA
CEMENT PYC PT ACE
4006698 1 EA
ELBOW 900G SCH40 2.5"SXS
4007019 1 EA
CAP SCH 40 2.5"SLIP
5.99 EA
5.99
4.29 EA
4.29
2.49 EA
2.49
SUB-TOTAL: 12.77 TAX:
TOTAL:
. BC AMT:
BK CARD#: XXXXXXXXXXXX6325
.83
13.60
13.60
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JOB NAME Old Winter Garden Road JOB# DATE
480 7/25/2005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 Mondav
EMPLOYEE NAME: JIC CODE MAN HOURS W/C CODE EQUIPMENT
SUPT. John T. Feltmann 2020 9.00 6217 132
Joby Gaeta 2032 8.50 5507 125
Jimm Hamm 2100 9.00 5507" 64
Ricky Sanchez 2100 9.00 5507 48
Patrick Genovese 2100 8.00 5507 36
Chuck Keller 2100 8.50 5507 101
Ronnie Giddens 2100 8.50 5507 None
Corey Morris 2100 8.00 5507 None
Leonard Malone 2100 8.50 5507 39
Justin Kemp 2100 8.00 5507 None
W/C CODES: WATER: 6319 STORM/SEWER: 6306 GRADING: 6217 ROADWORK: 5507
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTION:
a. Started putting rock from sta. 149+45 to 145+00 It.
b. Compacted Iimerock to achieved density.
c. Scarfied Iimerock and began to install the second lift.
d. Helped the city of Ocoee out by filling theyre Vac truck from our water truck(c1eaning sanitary)
e. Capped irrigation break at sta. 129+00 It. After walking the excavator over it (see problems)
f. Plate compacted lime rock along side the curb line to prevent curb breakage.
g. Fine graded the north west corner of pond 3 for sodding.
h. Dug up and exposed WM at Blackwood and prepped for grout filling.
PROBLEMS: While walking the cat 320 excavator to the other end of the job an irrigation line was broken it was
found to only be aprox 10" below ground at aprox. Sta 129+00 It the line was capped. Time spent 1 guy 1 hour.
A
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SUBCONTRACTORS: CFT (see below) / } ~ LID I 0
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MATERIALS: None "..,. /
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
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(407) 876-6468
111~ Lad, & tue SeJW.iee" 1HC-.
p.o. Box 171
Windermere, FL 34786
Lic. No. 900768
"
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JOB NAME
PflOf'OSAl SUBMJ
PHON[
DATE
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JOB lOCATION
DATE OF PlANS
We hereby submit specifications and estimates tor:
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.t IIrnpnst hereby to furnish material and labor - complete in accordance with above specifications, for the sum of:
dollars ($
Payment to be made as follows:
Note: This proposal may be
withdrawn by us if not accepted within
dllYs.
All maI80aI is guaranteed to be as SJ*;ified. All work to be completed in . """",,,,",nlike
.......... 8CCORlinll to standard practices. Asry .lteration or deviation from ._ specifica.
tions. inwolYinc atra costs will be executed only upon written omers. .nd will become .n
extra charp CNer and ._ the esti....m. All aereements continpnt upon m-. accidents
or delays ~ our control. Ow.- to cany fire. tornado .nd other .-ry insu...""".
Our wortoers _ fully c~ by Wor1unen'. Compensation Insurance.
Autlxlrized
Signature
htf'ptanrt at Jrnpnsal- The above pr-ices, specifications
and conditions are satisfactory and are hereby KCepted. You are authorized
to do !toe work as specified. F1Iyment will be made as outlined 2bave.
Signature
Date of Acceptance:
SigNlture
PRIME CONSTRUCTION GROUP, INC.
1000 Jetstream Drive
Post Office Box 590507
Orlando, FL 32859-0507
Telephone 407-856-8180
Fax 407-856-8182
FL License #CGC 037504
October 25, 2005
Robert Rudd, P.E.
Professional Engineering Consultants
200 E. Robinson Street
Suite 1560
Orlando, FL 32801
Re: Old Winter Garden Road & Professional Parkway
Sidewalk Sawcutting to Accommodate Street Light Poles, Force Account
Dear Mr. Rudd:
Attached is our price of $841.91 to sawcut and demo the new sidewalk on the southwest end of the
project to accommodate room for the new street light poles within the ROW.
We request no additional days be added to the contract term.
If you have any questions please don't hesitate to contact me at (407) 856-8180 ext. 227. Thank you.
Respectfully,
~
Project Manager
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Light Poles, Force acct.doc
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[JOs NAME Old Winter Garden Road JOB# DATE
480 8/16/2005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 TUESDAY
EMPLOYEE NAME: JIC CODE MAN HOURS WIC CODE EQUIPMENT
SUPT. John T. Feltmann 2020 5.00 6217 132
Joby Gaeta 2032 10.00 5507 125
Jimm Hamm 2100 10.00 5507 52, 64
Ricky Sanchez 2100 10.00 5507 48
Patrick Genovese 2100 9.00 5507 52
Chuck Keller 2100 9.00 5507 101
Ronnie Giddens 2100 10.00 5507 None
Corey Morris 2100 10.00 5507 None
Leonard Malone 2100 10.00 5507 23
Paul Ballah 2100 8.00 5507 62
Paul Williams 2100 10.00 5507 None
Franklin Fisher 2100 10.00 5507 None
(3.0' cut or less) (deeper than 3.0' cut)
PRODUCTION:
a. Loaded aspahlt and concrete on PCG trucks for site removal.
b. Stockpiled excess material at sta. 125+00 It.
c. Cut curb pad to grade from sta. 102+00 to 104+80rt. and compacted.
d. Cut curb pad to grade from sta. 105+40 to 109+25rt.and compacted.
e. Cut curb pad to grade from sta. 140+25 to 133+80 It and compacted.
f. Searfied rock from sta. 169+10 to 164+00 added more and compacted.
g. Started grading between the sidewalk and curb and between the sidewalkand ROW for sod.
h. Dug up WM to be abandoned and installed a fill port for grouting to be done Monday the 22nd
schulman's i. Measured 1- p5 throat at 143+00 It.
work j. Measured 221' of F curb from sta. 138+18 to 140+39 It incl radius
see production continued below
PROBLEMS: . Sawcut and removed concrete picces 15" by 10" for F & H to set the light poles due to the fact that
there is not enough room between the back of the sidewalk and the ROW. This problem was recognised by Rod
after he and I reviewed the plans. He then made a call to Rudd and it was agreed that we would do the work, track
the time and bill for it. The time to perform this work was 2 guys 6 hours each.
SUBCONTRACTORS: CFT (see below) Schulman pouring curb
MATERIALS: 1- Diamond blade for the cutoff site.
RENTED EQUIPMENT: None
MOT: Checked making adjustments as needed
EROSION CONTROL: OK
D~~~ ~ ~. ':l
"'"'
PRIME CONSTRUCTION GROUP, INC.
DAILY REPORT
.,
,
1'"
(D-DS ..t)~
PRIME CONSTRUCTION GROUP, INC. CGC037504 CUC056650 QB33325
1000 Jetstream Drive, Orlando, FL 32824
P.O. Box 590507, Orlando, FL 32859-0507 (Mailing Address)
407-856-8180 PH
407-856-8182 FX
May 15. 2006
Robert Rudd, P.E.
Civil Consulting & Construction Services, LLC
239 Maison Court
Altamonte Springs, FL 32714
Re: Old Winter Garden Rd, Widening Project
N. Blackwood Ave. AC Base in lieu of Limerock Base & X-Slope Pavement Corrections: Quantities & Pricing
Dear Robert,
I
i
I
I
I
I
I
I
Below is my pricing breakdown for the N. Blackwood Ave. installation of asphalt concrete base in lieu of limerock base, as well
as the necessary pavement cross-slope correction (southbound only).
Please review for acceptance.
Existinq Bid Item Additional Work .
120-1 Excavation, Regular(Fi~..( d2&4An"~ A.JJ'''I~ : 113.15CY@$1.25/CY
160-4 Type B.Stabilization Credit (R'",'" ~lot*"''t.~.Yj :t~) : (2018)SY @ $3/SY
285-709-327 Optional Base Group 9: 6" ABC-3 (f:,,...l a~qlM'j~ 2=k : 3134 SY @ $20/SY
285-709-990 Optional Base Group 9: 10" Limerock Credit FiA,(lQ",.t+,.,A3 : (2018)SY @ $10.5/SY
331-72-30 _ Type S Asphaltic Concrete (3"(F;14",f CJ)k.C4~"'~ : 246 SY @ $10/SY
337-7-3 Asphaltic Cone. Friction Course (Inc. Bit, Rubber, FC-3) : 246 SY @ $4/SY
.F't~...\ 0........:;1 .4J~ ':l...-
Concrete Curb (Type A) A ' '
F'~.....( a\A.~'"'J fI' %.,~ __
Sodding (St. Augustine) j Jl\ ..,..~
w::~ Y\ ..A ct "'" ~J /'w1I j' .... .,.--
Remove Poles (Shallow) (Direct Burial) ~
fi~' ~.-t',." AdJ' J.~
Non-Existinq Bid Item Additional Work
=$ 141.44
=$(6054.00~
=$62680.00
-
=$(21189.00)
=$ 2460.00
=$ 984.00
520-2-1
: 331 LF
@ $16/LF
=$ 5296.00
575-1-X
: 191.39 SY @ $3.00/SY
=$ 574.17
690-32-1
: 1 EA
@ $11 OO/EA
=$ 1100,00
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~ ~
xxx
Removal of Existing Pavem~ ~?~rb) ~ :r~
Temporary X-Over Pavement N~ -:J;t~
A.
58 SY @ $25.00/SY
: 49.04 SY
@ $34.18/SY
zzz
--
Respectfully,
~?~.~ -:;>
-'" ~~;;.< ",
'___'_-:7";'~~~_u.
/' ~
ack Leider - .
Project Manager
JUjl
=$1676.19
=$1450.00
-
PRIME CONSTRUCTION GROUP, INC. CGC037504 CUC056650 Q833325
1000 Jetstream Drive, Orlando, FL 32824 407-856-8180 PH
P.O. Box 590507, Orlando, FL 32859-0507 (Mailing Address) 407-856-8182 FX
May 15, 2006
Robert Rudd, P.E.
Civil Consulting & Construction Services, LLC
239 Maison Court
Altamonte Springs, FL 32714
Re: Old Winter Garden Rd. Widening Project
Hemple Ave. Additional Temporary Lane MOT Phasing Change: Quantities & Pricing
Dear Robert,
Below is my pricing breakdown for the Hemple Ave. additional temporary lane MOT phasing.
HCW\f\C. Ave- CD :r~~
Existin
4-J 36
Temporary Pavement
578 SY @ $35/SY
1 LS @ $2200
...o+e 2-1 -
Additional MOT
. tl..".". AJ~. "!-t&.'t\'\
k (QWlt\. .A~~. "I't'M
~186S.S ~r, @ $10.!:mr.
'('>1'29) iY @ ii1iY
Item Additional Work
~
Additional Survey
Temporary Striping
1 LS @ $400
1 LS @ $1006.50
=$20230.00
=$ 2200.00
ISfS117.B~
-$11229.7g
=$ 400.00
=$1006;50
11.'_~"_"--"-""""'""''''''''''_
Total ~~B,84!.~b
Respectfully,
,.- ..._,---~~----_._--
-,; -\c.. \ \-\ eM6'\e. A. v-e.
Co :1kevYl
4f)O
.2"3) -8 3~-=-
~ I~, ~,~.VO
Jack Leider
Project Manager
JUjl
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G)
PRIME CONSTRUCTION GROUP, INC. CGC037504
1000 Jetstream Drive, Orlando, FL 32824
P.O. Box 590507, Orlando, FL 32859-0507 (Mailing Address)
CUC056650 QB33325
407 -856-8180 PH
407-856-8182 FX
May 15, 2006
Robert Rudd, P.E.
Civil Consulting & Construction Services, LLC
239 Maison Court
Altamonte Springs, FL 32714
Re: Old Winter Garden Rd. Widening Project
Hemple Ave. Additional Temporary L e MOT Phasing Change: Quantities & Pricing
Dear Robert,
Below is my pricing breakdown for the Hemple Ave.
Please review for acceptance.
-41!14$o
t
=$20230".QO...
Existinq Bid Item Additional Work
$25~
/-.-;~--- -., ""._'J.
../: 578 SY @ $?kJ/SY
I '
, I
Temporary Pavement Ne.w :I~..~
Additional MOT N-e.u.J :I-taf"t
Type B Stabilization Credit 1=~A :t'-tc.
y..a.e-. N e.'-'"'
~.\.-\eV
1..02<1' ~ v.;
"'( --\' 4.~~d
~.p
160-4
',,---..-'"'....
=$ 2200.00
=$(6417.00)
=$~ 122a.7&'
""- ... I I Ll .;'l. "
t".::> It> , I ~';
I
1 LS @ $2200
:(2139) SY @ $3/SY
,
S' H.7t:~.~@$-1{375fSY
~
Optional Base Group 9: 10" Limerock
FOA :t-tc.~
285-709-990
Non-Existinq Bid Item Additional Work
We..... :r -t ~
N~
=$ 400.00
=$1006.50
1 LS @ $400
1 LS @ $1006.50
Additional Survey
xxx
Temporary Striping
zz:z.
Total '-S28;649:2S-
\7ZSJ{132?
---=- .)
\ ~~~~-=c-_...__._ ....../
. ,\ . ... .....---=-==- ...------~--_...
ne'M(j e. M-U1 -.--~-.~
C~~ ~ 18) os, ~
Respectfully,
Jack Leider
Project Manager
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SHEET NO.
CALCUTATED BY
~
DATE
7' 4 j,~
/ F
32824
ax (407) 856-8182
CHECKED BY
DATE
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Kreinheder & Son Lawn Maintenance, Inc.
993 Glenmeadow Dr.
Winter Garden, FL 34787
PH. 407 402 7500
~~=~""''''''''''''-''---'-'-'~.'-'-'-- -,- - ....__.~.~,~---
Bill To
PRIME CONSTRUCTION GROUP
1000 JETSTREAM DR,
ORLANDO FL 32824
A TTN, JOHN FELTMANN
,--------.
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P,O. No.
Quantity
Description
Sprinkler Repair
LABOR AND MATERIALS AS PROPOSED TO RE-INSTALL ALL IRRIGATION
ON OUTSIDE OF SIDEWALK FROM BLACKWOOD WEST TO END OF
WALMART PROPERTY. AND TO REPAIR ANY BROKEN HEADS FROM NEW
SIDEWALK INSTALLS
Terms
7513
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J03# /' () i,.J" '. . - COOE# C)'T L [ , '.....J
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DATf TO Bf PAlO , .
f\~ANAGERSMEMO-:-~~:1//~. Ii/"5 :~
APPROVALS' A$ST f1~ M' R ----"' /:.. J.., G ~
1.8C,')UNTING REF C / L) /'c:;:'<.[<~'?-/ ~/
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Date
6/15/2006
Rate
5.500.00
Invoice
Invoice #
1717
Project
Amount
5.500.00
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ORLANDO PAVING COMPANY
P. O. BOX 547186
ORLANDO, FL. 32854-7186
PRIME CONSTRUCTION GROUP
POBOX 590507
ORLANDO, FL. 32859-0507
ITEMIDESCRIPTION
MOBILIZATION (3 INCL)
BASE, OPT GRP 09, 6"
M ILL EXIST AS PH , 2"
TY. S ASPHALT, 1"
TY. S ASPHALT, 3"
TY. FC-3 ASPHALT, 1"
AS PH OVER UN, LEVELING, TEMP.
PRIME & SAND
TEMP PAVING
PROF PKWY ASPH PAV., 1 1/2"
OVERBUILD @ MAQUJRE
ADDL MOBS AFTER FIRST THREE
(SUMMARY OF MOBS.)
4-28-05,8.29-05,10-25-05,11-21-05
11-30-05; 2-13-06, 2-20-06,3-07-06,
3-23-06,3-31-06,5-01-06
CO# 1 OVRBLD STA 132/134
CO# 2 OVRBLD @ BLACKWOOD
CO# 3 FUEL SPILL
COO
VALUE COMPL CONTR WORK
RETAINAGE W/H
TOT DUE CONTR WORK
IPARTIAL XX IFINAL
UNIT PLAN
L.S. 1.00
S.Y. 14,706.00
S.Y. 678.00
S.Y. 1,337.00
SY 66,107.00
S.Y. 67,153.00
TON 0.00
S.Y. 80,859.00
TON
S.Y.
TON 81.98
EA
LS
LS
LS
AJB#
INVOICE#
OPC JOB#
PROJECT# B04-05
OLD W. GARDEN, RD
DATE:
PERIOD END:
PREV QUAN
ACCUM QUAN
CUR QUAN
1.000 1.000
13,605.000 13,605.000
0.000 ~IfJj ?]Ml'lO (/'1 'f ..9.Z&8l'lC1
0.000 ?;L/7 1~:l'l00 ;3:/7 ~ai'-:l'lOO
51,1015101 73[; 13JlD5'</~02 S-83'c,..65rle;z.:eao
~ ,.2. 0.000':;&<lbi6~~."ltol~
~.2.- ~ '7:J., "'3: _:JB4-:5LLl
58,458.000 7,649.000 69.,107.000
:;t9G?tf~ ;1Q[).r,;z..334:-i55"'
502.000 502.000
81.980 ""5"/, ~ 81.980
~;f,.a.goo ! Jj..006) ,/ ..Ik8crrJ
1.00
1.00
1.00
1.000
1.000
1.000
1.000
1.000
1.000
THIS PERIOD
$400,067.39 TOTAL CONTRACT
$40,006.74
RETAINAGE
$360,060.65
TOTAL NET
LESS PREY
CURRENT NET
Page 1 of 1
55607
06-05-06
05/26/06
PRICE
$41,000.00
$17.60
$3.50
$4.85
$8.75
$3.45
$60.00
$0.30
$75.00
$7.65
$90.00
$2,500.00
$11,221.80
$8,951.48
$8,266.06
10.0%
AMT TO DATE
$41,000.00
$239,448.00
~ 190'O!IC]t?
~ 1~<62, ']5:;-
$"7~ A=-:"5 c'-. nt;."-, 8?
~~.~ .-' /(,.-,~ I),,",".
$231 ,677.85 ~;?. iQ I ;;<97, 't.Z
_$.?f\;fT7-1--'l(). :.3 / 57. ;2.rJ:;,\
$19,832.10
~~5 ';7),813.7';
$3,840.30
$7,378.20
$2O.;G88:1m "",S-OO. t?},1
$11,221.80
$8,951.48
$8,266.06
TO DATE:
-- $122~468-69
-$1-;224;6-8&.-94 /; / 7~ :3 '?3. ~
'$1',102,218-:25
~-$'742;157:60
.$3.6O.OSQ,OO
1/71 77:>. ~
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Controllers
.
Sing/II-Valve Battery-Operated Controller
EASY RA/N™
For Residential and Ught Commercial Use
Primary Application
The Easy Rain'" battery-operated single-valve controfler Is a
professianal system designed to automate irrfgation on a site where
noAC power is avaHafJIe. TlJe quick-installation and easy.ta-use
design make. the Easy RaIn the perfect cholcfJ for watering isolated
sites, AC restricted or wireless 8Feas, drip zones and greenhouses, and
for repairs, testing, and provisional operation of AC powered irrigation
systems during power interruption.
Features
· Operates with any top-grade 9Valkaline battery for applications with
no AC power supply (Duracell"', Energizer"", etc.)
· Fadory pre-wired with a DC latching solenoid in a plastic adapter
which nand-screws onto most Rain Bird valvfJS for quick and easy
out-of-the box installation
. Program modllle mounts directly on solenoid adapter for easy
installation
· Pre-wired cable, over 20 inches (50,8 em) long, allows programming
outside of valve box
· One programmil1g knob to access all functions for programming ease
· Choice of 6 calendars and cycles for SCheduling flexilJllity
· Choice of 7 run times for diverse watering requirements
· Soak time (4 hours) between the double cycles (2X) for special terrain
and applications
· Easy-la-use manual start/stop function
. Standby function prevents unnecessary irrigation during rainy weather
· Resin-encased electronic components, silicone-filfed cavities,
and waterproof battery compartmerlt with screw-on cap allow
operation even in flooded valve boxes
· Incorporates TBOSTM (formerly UNIK"") technology for field-proven
roliability
· Handy "Cycle Indica tor" reminds you at the ca/endar/cycle selected in
the controllers program
Operating Specifications
· Valve capacity: 1
· Valve compatibility: Rain Bird DV, DVF, ASVF, PGA, PEB, PESB, GB,
EFB-CP, BPE and BPES valves
· Start time: Se!ectalJle from 0, 2, 4, 6, 8, 10, or 12 hours after battery
installation
. -;" ." '~::'h.," ," .',", .,
4073594973
p.2
Install Confidence;
Install Rain Bird:
· Calendar (Cycles): Single cycle every 24 hDurs (1X 24h); Single cycle
eveI)' 48 hours (1 X 48h),' Single cycle every 72 hours (1 X 72h); Doubfe
cycle every 24 hours (2X 24h); Double cycfe every 48 hours (2X 48h);
Double cycle fJvery 72 hours (2X 72h)
fIole: OoublIJ Cj1;/e equals flJU run lime, 4-hoor soak. full run lime aoai/l
· Run times: Z. 5, 10, 15, 30, 60. or 90 minutes
Note: Under riouble cycle (2X) ca./rmdar. /otal watering time is twice tho fIJ[/ time for a
maximum of 180 minutes
· Soak time: 4 hours (between doubfe cycles (2x) only)
· Default program: The controfler will irrigate tor the selected run time
indicated by the progf1lmming dial every day starting 8 hours after
battery Installation if tile controller has been programmed incOITectly.
The default program wil! only run if the programming dial is positioned
on a mn time
· Maximum operating pressure: 150 psi (to bar)
· Battery life: One year with top-grade aIkafif78 battery (battery not
included)
· Three year warranty
Electrical CharactfJristfcs
· Power: 9V alkaline battery (/ntemational6AM6 standard or European
BLR61 standard, for example: DUTace""', Energizer'''', etc.)
Of mens ions
· Height' 5W' (12,8cm)
· Width: 2%" (5,5 Gm)
· Depth: 3W' (9,5 em)
Model
· EASY RAIN
~EAS!{RAiU':
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