Item #07 Approval of 2015 Annual Major Water Line Replacement & Upgraded Program- Nay Avenue & Whittier Avenue Water Main ProjectWN q I '/do
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AGENDA ITEM COVER SHEET
Contact Name:
Contact Number:
Meeting Date: April 21, 2015
Item # I
Reviewed By.
Charles K. Smith, P.E Department Director: Ch
407 - 905 -3159
City Manager: Robert F
Subject: 2015 Annual Major Water Line Replacement & Upgrade Prograv - Nay Avenue &
Whittier Avenue Water Main Project (District #2 — Commissioner Wilsen)
Background Summary:
Annually, staff requests funding to make repairs and upgrades, and to extend the City's potable water
distribution system, which ensures continued and /or improved service to the City's customers. This year, to
extend water service and provide redundant (looping) backup, staff recommends the Nay Avenue & Whittier
Avenue Water Main Project. This project provides looping from 1St Street to 2 nd Street and extends south on to
Nay Avenue for 445 feet. A later project will pick up from the end of the Nay Avenue main extending south to
Silver Star Road. The second project will include a looping element and provide service to properties on the
north side of Silver Star Road.
Proposals (bids) for the construction of the project were requested from the City's prequalified Small
Construction Project — Continuing Term Contract list with four proposals received (see attached bid tabulation).
Corrected prices ranged from $99,847.97 (Barracuda Construction) to $159,799.78, with the Engineer's Opinion
of Probable Cost being $111,830.67.
Binding special conditions of this award which shall be a part of Barracuda's responsibility are as follows:
1. All work shall be in accordance with notes and specifications included within the plans, and as specified in
the City of Ocoee Engineering Standards Manual.
2. There will be no formal pre -bid meeting.
3. No bid bond is required.
4. The construction time limit for the pipeline, including pressure and bacteriological testing, is two weeks
from the issuance of the Orange County ROW Utilization Permit (subject to' availability of materials). All
site restoration and off -site demobilization shall occur within in one week of clearance being issued by
FDEP.
5. As- builts shall be prepared by City staff.
6. Service lines can be installed by directional drilling.
Issue:
Should the Mayor and Commission authorize the City Manager to cause the construction of the Nay Avenue
and Whittier Avenue Water Line Project using Barracuda Construction in the amount of $99,847.97?
Recommendations:
Motion to authorize City Manager to contract with Barracuda Construction in the amount of $99,847.97, with the
above - listed special conditions, and approve $5,000 for associated construction administration costs for a total
project amount of $104, 847.97. Staff also recommends that the City Manager be authorized to approve
change orders to this contract up to the limit of his purchasing authority for each change order, and up to the
budgeted amount for this project for all change orders.
Attachments:
Bid Tabulation
Nay Avenue & Whittier Avenue Water Main Plans
Financial Impact:
Annual Major Water Line Replacement & Upgrade Program funding resources for Fiscal Year 2015 were set at
$375,000.00 (account # 401 - 533 -10- 6302). The Nay Avenue and Whittier Avenue Water Main Project and the
supporting construction administration costs (e.g. materials testing) is $104,847.97 which will leave an
unencumbered amount of $270,152.03 to be used for future projects.
Type of Item: (please mark with an 'V)
Public Hearing For Clerk's Dept. Use:
Ordinance First Reading Consent Agenda
Ordinance Second Reading Public Hearing
Resolution Regular Agenda
X Commission Approval
Discussion & Direction
Original Document/Contract Attached for Execution by City Clerk
Original Document/Contract Held by Department for Execution
Reviewed by City Attorney N/A
Reviewed by Finance Dept. N/A
Reviewed by () N/A
2
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CITY OF OCOEE
UTILITIES DEPARTMENT
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
Nay &Whitter Ave Water Main Project- Summary Of Quantities
Quantity
Sheet
P2
Total
Units
Item No.
Item
Description
1
Mobilization & General Conditions & Oran
a County Right-of-Way Permit
1.00
1.00
Lump Sum
2
Survey (Horizontal and Vertical Controls&
As-Built)
r86.6
1.00
1.00
Lump Sum
3
Maintenance cf Traffic
1.00
1.00
Lump Sum
4
Pavement Removal and Replace Pavemen
Using Full depth Concrete for Base
86.6
S uare Yards
5
Mill and Resurface Pavement 1.5" thick
115.6
Square Yards
6
Remove and Replace 12" Ribbon Curb
46.0
46.0
Linear Feet
7
Remove and Replace 6" Thick Concrete Pa
ement (Driveway) including temporary avement
26.3
43.0
69.3
Square Yards
8
4" D.I. P. Water Main
334.0
444.0
778.0
Linear Feet
9
6" D.I. P. Water Main
540.0
540.0
Linear Feet
10
6" x6" x 4" Ductile Iron Tee including gaske
ts and glands or cap
2.0
2.0
Each
11
4" Water Valve including box/cap
2.0
2.0
Each
12
6" Water Valve including box/cap
1.0
1.0
Each
13
Wet tap Existing 6" Main for New 4 " Main i
icluding Tapping Saddle and Valve
1.0
1.0
Each
14
Wet tap Existing 6" Main for New 6" Main
icluding Tapping Saddle and Valve
1.0
1.0
Each
15
6 "- 22.5' D.I.P. Fitting Including gaskets and
glands
2.0
2.0
Each
16
4" - 45' D.I.P. Fitting Including gaskets and
glands •'
1 4.0
4.0
Each
17
6 "- 45' D.I.P. Fitting including gaskets and
glands "'
2.0
2.0
Each
18
6" to 4" D.I.P. Reducer
1.0
1.0
Each
19
1" P. E. Single Long Water Service
1.0
1.0
Each
20
1" P.E. Double Long Water Service
1.0
1.0
Each
21
Construction Jumper including 2" Tap
1.0
1.0
Lum Sum
22
4" Restrained Sleeve including Cap with 2'
Blow -Off. 2" Blow -Off to Included Box.
1.0
1.0
Lump Sum
23
Solid Sodding (Bahia)
331.7
91.1
422.8
Square Yards
24
Solid Sodding St. Augustine)
105.6
105.6
Square Yards
25
Remove and Re- Install 4' hi h Chain Link Fence.
1.0
1.0
Lump Sum
26
1 "Tem ovary Bacteriological riolo ical Sampling Poi
t
1.0
1.0
Each
27
2 "Temporary Blow Off and Bacteriological
Sampling Point
1.0
1.0
Each
�� ,�Illu���1o11111
CITY OF OCOEE
UTILITIES DEPARTMENT
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
General Notes:
1) Prior to the start of work, the Contractor shall obtain
and to County Right-cif-way Utilization and
Underground Utility permit.
2) Prior to the start of work, the Contractor shall obtain
and Orange County Maintenance of Traffic (MOT)
permit. For Information regarding the Orange County
MOT permit, contact Gary Rodgers, Orange County
Traffic Engineering, at 407 -836 -8085.
3) If the Contractor is going to dewater and discharge
groundwater Into the County's Master Stormwater
(MS4) system, the Contractor is responsible for
obtaining FDEP Generic Permit for the Discharge of
Produced Groundwater from any Non - contaminated
Site Activity In accordance with Florida Administrative
Code 62- 621.300(2) and 62 -620, and Florida Statutes
Chapter 403. Copies of the FDEP permit Not and
required test results shall be submitted to Alexis Clark,
Orange County Environmental Protection Division
(407 - 836-1433) and Miguel Tamayo, Orange County
Publlc Works Development Engineering Permitting
Section (407-836-7914). An Orange County
Right-of-way Utilization permit for dewatering will
also be required.
4) All work, material, testing, and sampling must be in
accordance with the Contract documents which shall
include, but not be limited to the Agreement, Specific
Conditions, Method of Payment, and the City of Ocoee
"Engineering Standards Manual" 2012 Edition.
Conflicts between the Engineering Standards Manual
and specified requirements M Instructions shall be
resolved by the more stringent requirements.
5) The City of Ocoee Engineering Standards Manual's
purpose is to provide direction to the development
unity for the Improvements to be dedicated
and /or maintained by the City and to Supplement
contract documents with specifications, materials, and
testing requirements. The contractor shall interpret
applicable references to Developer, Owner and /or
Developer's personnel including Engineer as
"Contractor'. Any reference within the Engineering
Standards Manual to "City Engineer" and /or
'Engineer' shall mean "Utilities Director'.
6) Contact the City of Ocoee Utilities Department at
407- 905 -3159 (Emergency after -hours 407- 428 - 5766).
7) City of Ocoee water, wastewater, and reclaimed water
valves, pump stations or other utility infrastructure are
to be operated only by City of Ocoee personnel.
8) Contractor shall comply with chapter 556, F.S.,
"Underground Facility Damage Prevention and Safety
A " and chapter 553, F.S., "Florida Trench Safety Act,
Part IV".
9) Contractor shall comply with all conditions of the
Florida Statues (F.S.) Chapter 556: "Underground
Facility Damage Prevention and Safety AW which shall
include, but not be limited to, calling "Sunshine
811 " before excavation(s).
10) Contra ct or shall exercise extreme caution when
excavating in proximity of water mains, wastewater
force and gravity mains, and reclaimed water mains.
Water main, force main, gravity main, and reclaimed
water main locations shown on the plans arc not exact
or guaranteed. The contractor Is responsible for field
verification of existing utility locations.
11) Contractor shall field verify the existence and location
of all aboveground and underground utilities. Extreme
caution shall be exercised In areas of fiber optics.
Contractor shall bring all conflicts to the Qty's
attention.
12) Contractor shall field verify existing water maln's
material and outside diameter at proposed tie -in
location before beginning any water main installation.
Contractor shall bring any conflict or issues to the City
attention.
13) Contractor must coordinate with all other utility
firs for resolution of conflicts. Contractor shall
have 48 hours to determine the resolution of any
unknown or unforeseen conflicts. Coordination costs
Incurred shall be borne by the contractor.
14) Contractor shall support and protect all existing
utilities; and shall be responsible for coordinating with
utility owners and for providing temporary support for
utility poles and all other utilities during construction.
15) No valve boxes, meters, portions of manholes, or other
appurtenances of any kind relating to contractor's
work shall be located in the curb, sidewalk, roadway
and /or driveway unless specifically noted on the plans
or directed by the Engineer.
16) Where required, at no additional cost to the City, the
c ontractor shall use temporary sheeting or trench
boxes to minimize the size of the excavations and
protect existing roadways, utilities, and other facilities,
or as needed to remain within the limits of
onstruction. Contractor shall comply with OSHA
trench safety requirements at all times.
17) The contractor shall Immediately notify the City of
Ocoee In the event of a utility main break or damage.
18) All main repairs are to be completed Immediately by
the contractor, at the contractor's expense. If the main
Is not repaired in a timely manner, as determined by
s
the Engineer, City of Ocoee personnel may repair the
damage and the contractor will be back charged for
repairs.
19) Contractor shall apply for and secure all necessary
permits from state, county, and local municipalities;
permits shall include, but not be limited to,
construction, business license, and dewatering.
20) Pipe lengths shown on plans are approximate. Actual
lengths are to be determined during construction.
21) Contractor shall locate all right -of -way lines /property,
comem and provide preliminary water line layout. Any
conflict shall be resolved by the Engineer with written
field directive(s).
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22) Contractor shall maintain emergency vehicle access to
all businesses and residences at all times.
23) The roadway and property owner's Ingress/egress to
their premises shall remain open at all times. Partial
closure or obstruction of vehicle ingress /egress shall
only be allowed based on City approval with seven
days' nonce. Contractor shall provide public and /or
Individual notification at a minimum of forty eight
hours.
24) Contractor shall protect existing Improvements to the
extent Possible. Restore all existing
improvements and disturbed areas to original
condition. All impacted mailboxes, damaged sidewalk,
roadway pavement and other facilities Shall be
restored to their original condition.
251 Maintenance of traffic needs to comply with the FOOT
requirements and Manual of Uniform Traffic Control
Devices.
26) All unsuitable material, Including deleterious
excavation, demolished concrete, and pavement shall
be the property of the Contractor and must be
disposed of In accordance with all applicable federal.
state and local requirements.
27) Removal of pavement, curb, sidewalk and driveway
pay items shall include saw cutting and disposal of
unsuitable material.
28) Contractor shall restore right -of -way to a
pre- tonstruchon equal or better condition.
Water, Wastewater and Reclaimed Water System Notes
11 This project is exclusive to water (potable) system and
specific notes and /or references to wastewater and
reclaimed water construction notes shall not be
germane to this project.
2) Pavement removal and replacement shall in
accordance with Orange County Standard Open Cut
Restoration per GDl and extent of pavement shall be
as indicated on plan sheets.
3) Water services extended under existing pavement
must be bored, mole punched and /or directional
drilled under pavement Path of service shall be 24"
below base of roadway.
4) Water main may be installed using the directional drill
method but shall be limited to mains from nominal
sizes of 4" to 12 ". Directional drill material shall be
high density polyethylene material and methods shall
be in accordance with "Article 33: Engineering
Standard ". Payment for this method shall utilize
similar direct burial method and shall not result in
additional costs to the Qty.
CITY OF OCOEE
UTILITIES DEPARTMENT
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
5) Contractor shall flush, disinfect and perform
hydrostatic testing of constructed water mains
Including all services, valves, hydrants and
appurtenances per "Article 31: Engineering Standards
Manual ". Contractor shall coordinate with City
personnel, with 48 hours' notice, the collection of and
conveyance of samples to a City- approved testing
laboratory. Contractor shall reimburse City for all
failed material testing samples.
6) All existing mains shall remain in service until the
proposed main(s) are accepted for service and cleared
for service by FDEP. Contractor shall coordinate with
City for the City to relocate existing water meters to
new ervices. Contractor's work will not include
relocating, adjusting, and /or tying -In existing metes.
7) City shall provide reasonable and necessary water (or
c onstruction through a construction meter/backfiow
Jumper at no cost to the contractor. Contractor shall
supply Jumper or may check out a Qty -owned
Construction Meter /Backflow Hydrant Meer.
Contractor shall be responsible for loss of or damage
to the hydrant meter.
8) Pipe material, including fittings, shall be per "Article
31: Engineering Standards Manual ".
9) All polyethylene tubing, services, and mains shall be
continuous with the minimum fittings and shall be
Joined exclusively by utilizing compression -type fittings
with confined grip seals and coupling nuts.
10) Polyethylene wrap or encasement Is not required for
this project.
11) De- watering shall be provided during construction to
keep ground water elevation to a minimum of 6 inches
below proposed water main.
12) Contractor shall be responsible for submittinga
c onstruction phasing plan /schedule for City approval
prior to fourteen (14) days before beginning
construction. Phasing plan /schedule shall include
testing, sampling and FDEP clearance milestones and
completed work date.
13) All thrust protection shall be by retaining glands unless
specifically called out in plans or as approved by the
Engineer.
14) Water main separations for environmental hazards
shall be in accordance with FDEP requirements and or
as specified with the plan detail.
15) Contactor's work will not Include the abandonment of
water lines unless specifically address in the
construction plans.
Required As -BUih IMormatlon
1) Contractor shall provide City with As -Built drawing
documentation certified by a registered Florida tan'
Surveyor as described in the following Items.
2) As -Bulit plans' horizontal control shall be based on
Florida State Plain Coordinates "Florida East NAD27 ".
Vertical control shall be based on NAD83.
3) Control shall be provided on all water systems
including but not limited to mains, fittings, service
connections (both ends), valves, fire hydrants, and
appurtenances. As -Built plans shall note all deviations
from plans including sizes, materials, and deflection
both vertical and horizontal.
4) "As -Bui It" information submitted to the City shall be
submitted both in paper and electronic (AutoCAD dwg)
formats. The data must be accurate, clear and legible
to satisfy the City that the Informatlon provides a true
representation of the Improvements constructed.
5) The submitted data must be certified (signed and
sealed when applicable) by a State of Florida licensed
Professional Land Surveyor.
Erosion Control
1) Contractor shall provide Erosion Control, with cost
Included within the unit price for 6" and 8" D.I.P.
2) The contractor shall provide temporary erosion and
sedlmentatlon measures In accordance with NPDES
ms4 permit requirements. The contractors measures
shall protect the condition of existing slopes and
control sedimentation and turbidity within water
courses and wetlands within limits that are acceptable
to the regulatory agencies having jurisdiction. These
measures shall include silt fencing, barriers, synthetic
hay bales of other acceptable measures. Contractor
shall be responsible for developing a Storm Water
Pollution Prevention Plan and following all best
management practices Includl ng obtaining all required
permits.
3) Existing storm water systems shall be protected at all
times to prevent sedimentation within their
conveyance. Sedimentation prevention shall comply
with or exceed "best management practices" In
accordance with the St. Johns River Water
Management District.
w
S
Construct 334' of 4" DIP Water
L
Wet tap existing 6" water main for
proposed 4" water main including
saddle and valve.
Install 6" by 4" Tee
Install 6' by 4" Reducer �
Pavement Restoration Note
Remove and Replace Roadway
Pavement per detail GD1.
Install 6" 22.5"
Pavement open cut restorations shall Include milling and resurfacing the full depth of the
asphaltic concrete surface course, extending a minimum of 5 feet on each side of the
opencut excavation, curb returns, any distressed pavement, and the full width of all affected
lanes.
CITY OF OCOEE
UTILITIES DEPARTMENT
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
Remove and Replace 6" thick
Concrete Driveway.
Install 2" temporary blow-off and B.
Sampling Point.
Construct 540' of 6" DIP Water Main
Remove and Re- install
4' Chain Link Fence
Remove and Replace
10' of Ribbon Curb.
Remove and Replace Roadway
Pavement per detail GD1.
Wet tap existing 6" water main for
proposed 6" water main including
saddle and valve.
Existing 6" PVC Water Main
i
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I Remove and Replace 6" thick
Concrete Driveway.
I Remove and Replace 6" thick
Concrete Driveway.
of 4" D.I.P.
SCALE:
1" = 50'
DATE:
Jan 2015
See This Sheet for Continuation
V
Remove and Replace 6"
Concrete Driveway.
Install Restrained Sleeve
with Cap including 2"
Blow -Off and B.T. Sampling
Point.
See This Sheet for Continuation
i
Nay & Whittier Ave Water Main
Whitter Ave South of Nay Ave
Plan Sheet
Construct 126' of 4" D.I.P.
Water Main
— Install Double Long Service
(Meter/Box by City)
— Install Single Long Service
(Meter/Box by City)
Silver Star
CRAVING NO.
P2
of 11 v.alrsK sr, Irrl
I IN .',I t
CITY OF O C O E E
PROJECT
UTILITIES DEPARTMENT
SHEET:
1800 A. D. Mims, Oc 34761
(407)905 -31159
) 905
Remove and Replace 6"
Concrete Driveway.
Install Restrained Sleeve
with Cap including 2"
Blow -Off and B.T. Sampling
Point.
See This Sheet for Continuation
i
Nay & Whittier Ave Water Main
Whitter Ave South of Nay Ave
Plan Sheet
Construct 126' of 4" D.I.P.
Water Main
— Install Double Long Service
(Meter/Box by City)
— Install Single Long Service
(Meter/Box by City)
Silver Star
CRAVING NO.
P2
of 11 v.alrsK sr, Irrl
I IN .',I t
Construct 126' of 4" D.I.P.
Water Main
Remove and Replac
Concrete Driveway.
Install Double Long Service
(Meter/Box by City)
nstall Single Long Service
Meter /Box by City)
Remove and Replace 6" thic
Concrete Driveway.
Remove and Replace 6" thick
Concrete Driveway.
318' of 4" D.I.P.
In
SCALE:
1" = 50'
DATE:
Jan 2015
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CITY OF O C O E E PROJECT:
UTILITIES DEPARTMENT
SHEET:
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
Install Restrained
with Cap Includin
Blow -OH and B.T.
Point.
Nay & Whitter Ave Water Main
Whitter Ave South of Nay Ave
Plan Sheet
DRAWING NO.
P2
of 1 11CHARLES K.
LIN. NO
See This Sheet for Continuation
See This Sheet for Continuation
TRENCH WIDTH VARIES
W1 SIZE OF PPE CROWN TRENCH IN
UNIMPROVED AREAS
FINISHED GRADE
�SEE B)
NOTE 4
COMMON FlLL ._'" PIPE O.D_.' • '
.
ram
rNA
)ISTURBED ! .�
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
2. TRENCH BACKFILL• COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE CITY.
4. ( -): 15' MAX. FOR PIPE DIAMETER LESS THAN 24. AND 24' MAX.
FOR PIPE DIAMETER 24' AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
8. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE M COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES, SURFACE
RESTORATION WITHIN CITY OF OCOEE RIGHT -OF -WAY SHALL COMPLY WITH
REQUIREMENT OF RIGHT -OF -WAY
UTILIZATION REGULATIONS AND
ROAD CONSTRUCTION SPECIFICATIONS.
TYPE B BEDDING
AND TRENCHING DETAIL
SCALE:
n. t. s.
DATE
" X111111 qn \�0 \ \ \� �\
Jan 2015 ll(Illllmul,l,;;:
110 THHN TRACING WIRE EARLY WARNING TAPE
FINISHED GRADE
WLX.
PROVIDE ONE CONTINUQUS LOOP OF
TRACING WIRE WITH 24 OF EXCESS
AND COIL EXCESS TRACING WIRE IN
VALVE B X.
Apporved Locate Tape
0M/�% IN OR IFOIRPE N
F —Apporved Locate Tape
F -110 THHN TRACING WIRE
NOTES:
1. ALL PIPE SHALL REQUIRE #10 THHN SOLID COPPER TRACING
WIRE CAPABLE OF DETECTION BY A CABLE LOCATOR
2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX
3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING
WIRE AT DIRECTION OF CITY.
5. LOCATE WIRE NOT REQUIRE FOR CONRNIOUSLY CONNECTED D.I.P.
BETWEEN VALVES.
PIPE LOCATING DETAIL
CITY OF OCOEE PROJECT
UTILITIES DEPARTMENT
sHrEr:
1800 A. D. Mims, Ocoee, FI. 34761
(407) 905 -3159
#10 THHN SOLID COPPER
12'
TRACING WIRE GENERAL NOTES:
1. L PIPE SHALL BE INSTALLED WITH
3. FORCE MAINS- TRACING WIRE SHALL EX-
10 THHN SOLD COPPER TRACING WIRE. TRACING
THE
TEND A MINIMUM OF 12 ABOVE GRADE
AT EACH INTERVAL AND SHALL BE COILED
IRE
PIPE
MUST BE INSTALLED DIRECTLY ABOVE
IN A CONTINUOUS CIRCUT AND BROUGHT TO
AND
PLACED IN A VALVE OR METER BOX
THE
SURFACE AT 500 INTERVALS AS FOLLOWS:
FOR
EASY ACCESSIBILITY.
POTABLE WATER AND RECLAIMED WATER
SYSTEMS- TRACING WIRE SHALL ALLOW
TRACABILITY OF ALL PIPE BRANCHES
2, INCLUDING THOSE FOR HYDRANTS AND
SERVICE CONNECTIONS. TRACING WIRE
SHALL EXTEND A MINIMUM OF 12 ABOVE
GRADE AT EACH INTERVAL AND SHALL
FOR COILED ACCESSIBILITY. IN A VALVE BOX
Nay & Whitter Ave Water Main
Details
4. ON DEAD END MAINS THE TRACING WIRE
SHALL BE PLACED IN A PROPERLY IDENT-
IFIED PVC VALVE BOX AT THE END OF
THE RUN.
TRACING WIRE CONNECTION
ENGINEER
DRAWING NO.
DS1
of 11 1 CHARLES K. SMITH, P.E.
L N W 40 " 39631
SET TOP OF VALVE BOX
TO FINISHED GRADE
CONCRETE COLLAR
FINISHED GRADE F_ REE
PAVED S SREAS
SEE NOTE 2 VALVETE CAST IRON
BOX
ADJUSTMENT RING -
BOX SHALL REST ON
RESILIENT SEAT BEDDING ROCK NOT
M. J. GATE VALVE ON VALVE OR PIPE
AND SHALL BE
WATER CENTERED ON
MAIN OPERATING NUT
6" BEDDING ROCK J
I
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE.
GATE VALVE AND BOX DETAIL
SCALE:
n. s.
DATE
Jon 2015
"GRADELOK' —J I �6" BEDDING ROCK
OR EQUAL L RESILIENT SEAT GATE
VALVE AND BOX
(SEE DETAIL)
NOTES:
1.THE DEVELOPER MAY
INSTALL THE SHEAR PAD
RECESSED UP TO 4"
BELOW FINISHED GRADE
AND SOD THE RECESSED
SECTION.
2.CLEARANCE BETWEEN
BOTTOM OF BOLTS AND
TOP OF SHEAR PAD
SHALL BE 6" MINIMUM.
FIRE HYDRANT ASSEAABLY DETAIL
CITY OF O C O E E PROJECT:
UTILITIES DEPARTMENT
SHEET:
1800 A. D. Mims, Ocoee, FI. 34761
(407) 905 -3159
#10 THHN
TRACING WIRE
BLUE'
; ORPORATION
STOP 1" MIN.)
CURB STOP #10 THHN —
TRACING (SEE NOTE 3) BLUE* WIRE
MARK WITH CORPORATION -
WOOD PAINTED STOP J1 • MIN.
BLUE & WITH - S
LOT NUMBERS Z n 1 /
U- BRANCH
z� 31 N4
7 CU BTOF
2 EA.
COIL EXCESS _ POLYETHYLENE J TRACING WIRE POLYETHYLENE J
TUBING (1" MIN.) IN BOX TUBING (1" MIN.)
SINGLE METER BOX DOUBLE METER BOX
AND WATER METER AND WATER METER
(BY CITY) (BY CITY)
SINGLE SERVICE DOUBLE SERVICE
CORPORATION STOP
& FITTING
AWWA TYPE (NORMALLY OPEN)
CC THREADS _ TO METER BOX
#10 THHN ASSEMBLY
TRACING WIRE POLYETHYLENE
BLUE' TUBING
w30
DOUBLE STRAP 'POTABLE WATER COLOR SHALL BE
S.S. SADLE BLUE AND RECLAIMED WATER
NOTES: WATER MAIN SHALL BE MARKED WITH PURPLE
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION /PACK JOINT
TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH
SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND
TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE(POTABLE)
OR PURPLE(REUSE) AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED.
4. SAWCUT "W" IN CURB FOR LOCATION OF POTABLE WATER SERVICE.
5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED.
6. DIRECT TAP OR SADDLE MAY BE USED
ON D.I.P.
7. SERVICES SHALL BE DIRECTIONAL DRILL OR PULLED. NO OPEN CUT SERVICES.
WATER SERVICE CONNECTION DETAILS
ENGI
Nay & Whitter Ave Water Main
DRAWING NO.
DS2
Details
Of 11 CHARLES K. SMITH. P.E.
LIN. NO: 39632
HYDRANT OPERATING NUT
HOSE NOZZLE
AS REQ'D.
24" SQUARE Qft
ROUND AND 6 THICK
PUMPER NOZZLE
REINFORCED CONCRETE
FACING STREET
SHEAR PAD. SEE
NOTE 1
— VALVE COLLAR
2 - #4 AT 9"
z
(SEE DETAIL)
O.C. LL
AROUND
;
`.
COMPACTED
,, ,
M J HYDRANT
TEE
BACKFILL
!L
VA PAE5-
ANCHORING
SEE NOTE 2
A
"GRADELOK' —J I �6" BEDDING ROCK
OR EQUAL L RESILIENT SEAT GATE
VALVE AND BOX
(SEE DETAIL)
NOTES:
1.THE DEVELOPER MAY
INSTALL THE SHEAR PAD
RECESSED UP TO 4"
BELOW FINISHED GRADE
AND SOD THE RECESSED
SECTION.
2.CLEARANCE BETWEEN
BOTTOM OF BOLTS AND
TOP OF SHEAR PAD
SHALL BE 6" MINIMUM.
FIRE HYDRANT ASSEAABLY DETAIL
CITY OF O C O E E PROJECT:
UTILITIES DEPARTMENT
SHEET:
1800 A. D. Mims, Ocoee, FI. 34761
(407) 905 -3159
#10 THHN
TRACING WIRE
BLUE'
; ORPORATION
STOP 1" MIN.)
CURB STOP #10 THHN —
TRACING (SEE NOTE 3) BLUE* WIRE
MARK WITH CORPORATION -
WOOD PAINTED STOP J1 • MIN.
BLUE & WITH - S
LOT NUMBERS Z n 1 /
U- BRANCH
z� 31 N4
7 CU BTOF
2 EA.
COIL EXCESS _ POLYETHYLENE J TRACING WIRE POLYETHYLENE J
TUBING (1" MIN.) IN BOX TUBING (1" MIN.)
SINGLE METER BOX DOUBLE METER BOX
AND WATER METER AND WATER METER
(BY CITY) (BY CITY)
SINGLE SERVICE DOUBLE SERVICE
CORPORATION STOP
& FITTING
AWWA TYPE (NORMALLY OPEN)
CC THREADS _ TO METER BOX
#10 THHN ASSEMBLY
TRACING WIRE POLYETHYLENE
BLUE' TUBING
w30
DOUBLE STRAP 'POTABLE WATER COLOR SHALL BE
S.S. SADLE BLUE AND RECLAIMED WATER
NOTES: WATER MAIN SHALL BE MARKED WITH PURPLE
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION /PACK JOINT
TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH
SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND
TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE(POTABLE)
OR PURPLE(REUSE) AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED.
4. SAWCUT "W" IN CURB FOR LOCATION OF POTABLE WATER SERVICE.
5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED.
6. DIRECT TAP OR SADDLE MAY BE USED
ON D.I.P.
7. SERVICES SHALL BE DIRECTIONAL DRILL OR PULLED. NO OPEN CUT SERVICES.
WATER SERVICE CONNECTION DETAILS
ENGI
Nay & Whitter Ave Water Main
DRAWING NO.
DS2
Details
Of 11 CHARLES K. SMITH. P.E.
LIN. NO: 39632
MINIMUM LENGTH (FT) TO BE RESTRAINED
ON EACH SIDE OF FITTING(S).
HORIZONTAL do VERTICAL SEPARATION REQUIREMENTS
PIPE SIZE
6"
8"
1 10"
12"
16"
90' BEND
54
68
83
100
126
45' BEND
22
29
35
42
53
22 -1/2' BEND
11
14
17
20
26
11 -1/4' BEND
6
7
9
10
13
PLUG OR BRANC
OF TEE
118
152
187
219
269
NOTES:
1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE
INDICATED.
2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO
OR GREATER THAN SHOWN IN THE TABLE.
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING
WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE.
4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS
OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE
RESTRAINED UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN
ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST
RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED
BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS:
WORKING PRESSURE: 250 P.S.I.
SOIL DESIGNATION: SM (SILTY SAND, SAND —SILT MIX.*
LAYING CONDITIONS: 3
6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR
OF 1.5.
7. SIZES OF PIPE NOT PROVIDE SHALL BE RESPONSIBILITY OF
ENGINEER.
8. LESS STABLE SOILS MUST BE ADDRESS BY ENGINEER
9. FOR PIPE LESS THAN 6" DIAMETER USE 6' VALUES
RESTRAINED PIPE TABLE.
N.T.S.
GENERAL NOTES:
HORIZONTAL do VERTICAL SEPARATION REQUIREMENTS
PROPOSED
UTILITY
POTABLE WATER
RECLAIMED WATER
SANITARY SEWER
(GRAVITY dt FM.)
STORM SEWER
ACCEPTABLE
APPLY BETWEEN
HORIZ.
VERT.
HORIZ.
VERT.
HORIZ.
VERT.
HORIZ.
VERT.
VARIANCES
POTABLE
WATER
—
—
3'
12"
10'
12'
3'
12"
IRON PIPE
RECLAIMED '
3'
12'
—
—
3'
12'
—
—
SEE GENERAL
WATER
ENGINEERS
DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS.
NOTES: NOA
SANITARY
10'
12'
3' 0/0
12"
—
—
T l
SEWER
GENERAL NOTES:
1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS
B. WHERE 12' MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE
BED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION
CODE
AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR
V SCR
AC.�. THESE SEPARATION REQUIREMENTS SHALL
APPLY BETWEEN
ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL
WLY PROPOSED UTILITY LINES AND EXISTING OR
PROPOSED UTILITY
SUPPORT MAY BE REQUIRED.
LINES.
2) FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN
UNRESTICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FAC.
C. IF 36'MINIMUM DEPTH OF COVER IS NOT MAINTAINED SPECIAL
PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED.
17 -610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW
SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL AP—
5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH
PLY.
ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCT—
3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE
URE.
OF PIPE UNLESS OTHERWISE SPECIFIED.
4) ACCEPTABLE VARIANCES:
A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE DUCTILE
IRON PIPE
OR CONCRETE ENCASEMENT MUST BE USED FOR AT
LEAST ONE
OF THE PIPES. DUCTILE IRON OR CONCRETE EN—
CASEMENT
MUST BE USED UNTIL MINIMUM CLEARANCE IS RE—
GAINED.
THE WORD "MAY" AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY
ENGINEERS
DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS.
UTILITY PIPE MINIMUM SEPARATION
REQUIREMENTS TABLE
CITY OF OCOEE
UTILITIES DEPARTMENT
1800 A. D. Mims, Ocoee, Fl. 34761
(407) 905 -3159
City's Temporary Construction Jumper
Assembly
Existing Fire Hydrant
I 1
I I
� � O
I I
Proposed
2" P.E. Pipe to Tapping
Saddle.
Tapping Saddle
1. City shall assemble, test and maintain Temporary Jumper Assembly
(TCJ), 2" meter, AWWA approved Reduced Pressure Back Flow
Device, connection hose to connect to fire hydrant, two gate valves
and pressure gage(s).
2. Contractor to coordinate, pickup and install City Temporary
Construction Jumper Assembly (TCJ).
3. Connection, securing and disconnection of the TCJ is the responsibility
of the contractor.
3. For City projects only, Contractor shall not be charged for the
reasonable use of water.
4. Contractor shall return TCJ In the condition as provide or contractor
shall reimburse the cost of TCJ.
5. For non - potable water construction, contactor shall use reclaimed water
when available.
FIRE HYDRANT ATEMPORARY JUMPER CONNECTION DETAIL
N.T.S.
Clean Saw Cut 5'
Base Width
5'
Typ,
Typ.
1'
Trench
1'
Width
T;;.
Typ.
C\ — \T ,fir,
•;tr; ; t �
r \� —\�
Le end
—9 /
��-
- — Existing Pavement
® Proposed Surface
Course (Hot Patch)
Propsoed Base
High Early Concrete
® Existing Base
\
�
��
Utility Pip.
® Existing Sub -Grade
Standard Roadway Opencut Cross Section
Final Restoration - Typical of Major Open Cut
n.t.s.
Notes:
Sub -grade cut to be cmpacted to 95% max. density as determined by AASHTG T -180. Cut to be
repalced with an eight (8') 3,000 P.S.I. high early conctete to top of existing base. Cut area to be
plated or protected on day of pour. Existing surface to be saw cut to an area five (6) feet, beyond
the base cut. Surface asphaltic concrete surface course shall be placed by two (2 ") maximum lifts
matching thickness and elevation of existing aphaltic course and base course.
General Notes
1. Base replacement shall be 3,000 P.S.I. H
high early strength concrete.
2. Asphaltic concrete surface material shall
be replaced with the same type o material
that existing at the time of removal or as
approved by the County Engineer.
3. Minimum asphaltic concrete surface
overlay thickness shall be one (1 ") or as
approved by County Engineer.
4. All joint cuts shall be mechanically saw
cut.
5. Flowable fill may be used for compacted
subgrade and base replacement when
approved by the County Engineer.
Pavement Restoration:
1. Longitudinal cuts may require overlay/
resurfacing of the complete width of the
traveled way.
2. Cuts at Intersections of streets generally
may require a complete overlay /resurfacing
to the and of all return radii, and also to a
point ten (10') feet beyond the cut,
whichever is greater.
3. Actual requirements will be as stated on
the approved permit or as directed by
Inspections.
CITY OF OCOEE
UTILITIES DEPARTMENT
1600 A. D. Mims Rd,
Ocoee, Fl. 34761
(407) 905 -3159
^ \b
12"
1.2" Ribbon Curb
n.t.s.
Exsting Private Fence-
Existing 60' Right -of -Way
O 45'
t
20' Existing Pavement (20')
0 0
o
CO
� O
o >
U
Existing 60' Right -of -Way Nay Ave Typical Section \—Proposed 6" D.I.P.
p 12' Existing Pavement (21') 11.5' 2nd to Whitter
0 CL Exsting Private Fence
r;
iu
0 3 Existing 60' Right -of -Way
h Whitter Ave Typical Section o 40' 3'
H. 1" = 10', V: 1" = 5' 12,5' Existing Pavement (18') 12.5'
Proposed 4" D.I.P. N
0 0
U
M
Proposed 4" D.I.P.
Nay Ave Typical Section
Whitter to 1St.
H: 1" = 10', V: 1" = 5'
Note:
0 y Elevations and Distances field measure not surveyed.
SCALE:` CITY OF OCOEE PRaecT: Nay & Whitter Ave Water Main
P
n. s.
y y� _ ��
UTILITIES DEPARTMENT
\ SHEET:
once �� % ��� 1800 A. D. Mims Rd,
Ocoee, FI. 34761 General Details
lllllui S 01111111
Jan 201 5 (407) 905 -3159
DRAWING No.
*3D2
Nay St & Whitter Ave Water Main Project Engineer's Opinion of Probable Cost and Bid Tabulation
En ineees Estimate
Barracuda
Atlantic Civil Contractors
Central Florida Environmental Corp.
Schuller Contractors Incor rated
UNIT PRICE
Total Price
UNIT PRICE
Total Price
UNIT PRICE
Total Price
UNIT PRICE
Total Price
Item No.
Item Description
Total
Units
Unit Cost
Items Total
(in Numbers)
(in Numbers)
On Numbers)
(in Numbers)
(In Numbers)
(in Numbers)
(In Numbers)
(in Numbers)
I
Mobilization& General Conditions & Oran County Ri -Wa Permit
1.00
Lump Sum
$5000.00
$5
$5400.00
$5400.00
$11,328.00
$11,328.00
$11
$17,695. 00
$13230.49
$13,230.49
2
Survey Horizontal and Vertical Controls &AS -Bull[
1.00
Lump Sum
$1500.00
$1
S4,350.W
$4,350.00
$3
$3,9DS.34
$3
$7713.00
$4800.00
$4 00
3
Maintenance of Traffic
1600
Lump Sum
$4000.00
$4
$2
$2
$9
$9,658.85
$9
$7
$6
$6 00
4
Pavement Rem oval and Replace Pavement Using Full depth Concrete for Base
86.6
Square Yards
$115,0
$9953.89
$112.00
$9
$111.03
$9,610.26
S111m
$10949.28
$79.W
$6
5
MITI and Resurface Pavement 1.5' thick
115.6
Square Yards
$65.00 1$7,5
14.00
$38.00
$4,392.80
$51.99
$6,010.04
$SI.N
$8
$69.00
$7976.40
6
Remove and Replace 12" Ribbon Curb
46.0
Linear Feet
$25.00
$1
$27.00
$1
$51.71
$2
$51.71
$1
$18.00
$828.00
7
Remove and Replace 6" Thick Concrete Pavement (Driveva ) Including temporary pavem
6903
Square Yards
$50.00
$3
$90.00
$6,240.00
$80.01
$5,547.36
$80.01
$3,813.33
$47.00
$3 67
8
4" D.I. P. Water Main
778.0
Linear Feet
$35.00
$27230,0
$31.00
$24118.00
$36.14
$28,116.92
$36.14
$29,369.
$52.00
$40,456.00
9
6" D.I. P. Water Main
540.0
Linear Feet
$45.00
$24300.00
$29,
$15
$40.25
$21735.00
$40.25
$33.480.00
$72.00
$38,880.00
$721.00
10
6" x6", 4" Ductile Iran Tee including askets and glands or cap
2.0
Each
$300.00
$600.00
$1
$342.27
$684.54
$342.27
$1
$8
$16,800. 00
$841.00
11
4' Water Valve Including loo ca
2.0
Each
350.00
]00.00
1682.00
$1,418.59
$2
$1
$1
$960.00
$1
12
4" Water Valve Including bo ca
2.0
Each
S400.W
$8w.00
$1
$1,115.00
$1,530.84
$1530.84
$1
$1
$1,200.00
$1
13
Wet t,2 Existln 6" Main for New 4 " Main Includin Ta In Saddle and Valve
2.0
Each
$4000,0
$8
$2,810.00
$2
$2,150.76
$2 6
$2,150.76
$2
$2.520.00
$2520.00
14
Wet to Existln 6" Maln for New 6" Main including Tapping Saddle and Valve
100
Each
$3 500.00
$3 500.00
$3,184.00
$3
$2,584.45
$2
$2,584.45
$2,880.00
$2.760.00
$2,760.
15
6 "- 22.5" D.I.P. Fitting includin gaskets and glands
2.0
Each
$1
$2000.00
$180.00
$360,0
$269.80
$539.60
$269.80
$1,150,0
$2M.00
$540.00
16
4 "- 45 "D.I.P. Firing includin g askets and glands *a
4.0
Each
$250.00
$5000.00
$138.00
$552.00
$241.23
$964.92
$241.23
$1,900.00
$225.W
$qw. 00
17
6" - 45' D.I.P. Fitting Inducing gaskets and lands'.
2.0
Each
$3W.00
S600.w
$188.W
$376.OD
$273.88
$547.76
$273.88
$1
$2M.W
$540.00
18
6" to 4" D.I.P. Reducer
1.0
Each
$300,0
$300.00
$152.00
$152.00
$407.96
$407.96
407.96
$575. 00
240.00
$240.00
19
1" P. E. Single Long Water Service
1.0
Each
$1
$1
$2
$2
$2,177.55
$2
$2
$3,625. 00
$1080.00
$1 00
20
1 "P.E. Double Long Water Service
1.0
Each
$1
$1
$3
$3
$2,222.45
$2
$2
$3 00
1080.00
$1 00
21
Construction Jumper Including 2" Tap
1.0
Lump Sum
$250.OD
$250.00
$3,798.00
$3,798.00
$2,517.36
$2,517.36
$2.517.36
2,616.00
$1,200.00
$1
22
4" Restrained Sleeve Including Cap with 2" Blow -OH. 2" Blow -Off to Included Box.
1.0
Lump Sum
$250.00
250.00
$972.00
$972.00
$2,255.18
$2,255.18
$2,255.18
$955.00
$900.00
$900. 00
23
Solid Sodding Bahia
422.8
Square Yards
$4.00
$1691.11
$3.40
$1,437.44
$4.39
$1,855.99
$4.39
$1,479.72
.00
$1
24
Solid Sodding St. Augustine)
10566
Square Yards
$4.50
$475.00
$7.65
$807. 50
$14.02
$1,479.95
$14.02
$606.94
$5.00
$527.78
25
Remove and Re- Install 4' hl h Chain Link Fence.
1.0
Lump Sum
$350.00
$350.00
$6W.00
$600.
$1,020.45
$1,020.45
$1,020.45
$713.00
$1
$1,800.00
26
1" Tem ora Baderiolo Ical Sampling Point
1.0
Each
.00
400.00
$550,0
550.00
1276.27
$1278.27
$1,278.27
1,055.00
660.00
660.00
27
2" Tem ora Blow Off and Bacteriological Sampling Point
1.0
Each
$400.00
$400.00
$780.00
$780. 00
2,147.70
$2
$2,147.70
$1
$1,260.00
$1 00
Total
111830.67
Bid TOtal(Basedon Unit COSt Submitted):
$99,847.97
$127496.35
i $150383.08
$159799.78
Bid Total as Submitted
99850.36
$127
$150 1
$159800.00
Nay St & Whitter Ave Water Main Project Engineer's Opinion of Probable Cost and Bid Tabulation
EnglnNr'a Ertlmab
Barracuda
Atlanti, CIA Cpnft -,
C-id Fbdda EnXinnmantd Corp.
$,hull,, C,,U,M, ln- ponttid
Item W.
Rem- t,Ipt10n
Total
It-
Unit Cast
11- Total
UNR PRICE
(In Numbers)
Total Price
(In Numbers)
UNIT PRICE
(In Numbers)
Total Pdce
(In Numbers)
UNIT PRICE
(In Numb ers)
Total Price
(In Numbers)
um )
UNIT PRICE
(In Numbers)
Total Pdce
um
(In Nbers)
1
Moblllxatlon& General COndRlons &Oran eCOUnt Rih\ -of W.V Permit
1.1%1
lum Sum
$5,000.00
$5,000.00
$5,400.00
$5,400.
$11,328.00
$11,328.
$11,328.00
$17,695.
$13,230.49
$13,230.4
2
S—Norimid,il and VenIC4l COntrok &AS -euiit)
1.00
wmp W.
$1,500.00
$1,500.00
$4,350.0
$4,350.00
$3,908.34
$3,908.34
$3,908.34
$7,713.0
54,800.00
$4,800.
3
WI-n- If Traffic
1.00
lump SUm
$4,000.00
$4,000.0
$2.350.00
$2,350.0
$9,658.85
$9,658.85
$9,658.85
$7,017.
$6,000.00
$6,000.
4
Pavement Removal and Replace Pavement U,Ing Full depth C.- for Base
86.6
Square Yards
$115.00
$9,953.89
$112.00
$9,694.22
$111.03
$9,610.2
$111.03
$10,949.28
$78.00
$6,751.3
5
MITI and Resurface Pavemen \1.5 "[hick
115.6
Square Yards
$65.00
$],514.00
$38.0
$4,392.8
$51.99
$6010.04 ,
$51.99
$8,092.
$69.00
$7,976.4
6
Remove and Replace l2 "Ribbon Curb
46.0
Linear feet
$25.00
$],150.OD
$27.00
$1
$51071
$2
$51.71
$1,773.3
$18.00
$828.
7
Remove and Replace 6 Thick Con,,&, Pavement Crivewa )Includin tem rary pave
69.3
5 are Yards
$50.00
$3,466.67
$90.00
$6,24000
$80.01
$5,54].3
$80.01
$3,1113.33
547.00
$3,258.6
8
4 A. P. Water Main
]780
Linear Feet
$35.00
$2),230.0
$31.00
$24,118.
$36.14
$28,116.92
$36.14
$29,369.5
$52.013
$40p56.
9
6" D.I. P. Water Maln
540.0
Linear Feet
$45.00
$24,300.00
$29.0
515,660.
$40025
$21,735.
$40.25
$33,480.
$72.00
$38,880.
10
6 "x6 "vd'WttNe Iron Tee Includin askets and lands or ca
2.0
Each
$300.00
$600.W
$]21.00
$1.442. 00
$342.27
$681.54
$342.27
$1,550.0
$8,400.00
$16,800.
0 Water V4Ne Includin box /ca
2.0
Each
$350.0
$700.00
$114100
$1,68200
$1,418.59
$2,837.18
$1,4]8.59
$1,930.0
$960.00
$1,920.
12
4" Wane, VaNe Includin box /w
2.O
Each
$400.00
$8013.00
$1,115.
$1,115.
$1,530.84
$],530480
$1,530.84
$1,200.
$1,200.00
00
$1,2.
13
Wet tapE -Ing 6" Main for N.4 Milk, Including Tapping Saddle and VaNe
2.0
Each
$4,000.00
$8,000.00
$2,810.
$2
$2,150.76
$2,150.)
$2,150.76
$2
$2,520.00
$2,520.
14
Wet tap Exbting V 'thin in, New 6 "Main Including Ta m Saddle and VaNe
1.0
Each
$3,500.00
$3,500.00
53,384.110
$3,184.
$2,584.45
58
$2,4.45
$2,584.45
$2,880.
$2,760.00
$2,760.
15
6 "- 22.5" D.I.P. 1.1n, wit,din askets antl lands
2.0
Each
$1,000.00
$2,000.00
$180.00
$360.110
$269.80
$539.60
$269.80
$1,150.
$270.00
$540.
16
4" - 45' D.I.P. Fittin Includin asked, and land,'I
4.0
Each
$250.00
$5,000.00
$138.00
$552.
$241.23
$964.92
$241.23
$1,900.0
$225.00
Sit
17
6 "- 45' D.I.P. Fittln Includin n,ketsand lands',
2.0
Each
$300.0
$600.1111
$]88.00
$376.
$273.88
$547.76
$273.88
51,020.
$2N.00
$540.
18
16 t, 4 D.I.P. Reduce
1.0
Each
$300.0
$300.0
$152.0
$152.00
5407.96
$407.96
$407.96
$575.00
$240.0
$240.
19
1 "P. E. Sin le ion Water Service
1.0
Each
$1,200.00
$1,200.00
$2,113.0
$2,11300
$2.177.55
$2,1]].55
$2,17).55
$3,6254
$1,080.00
$1,080.
20
1 "P.E. Double LOn Water Service
1.0
Each
$1,200.110
$1,200.110
$3,67000
$3,6)0.00
$2,222.45
$2,222.45
$2,222.5
$3,]00.
$1,080.00
$1,080.
21
Constmctlon dumper lnCNdin 3'Tap
1.0
Lum Sum
$250.1X1
$250.0
$3,]98.
$3,798.
$2,517.36
$2,517.3
$2,517.36
$2,616.
$1,200.00
$1,200.
22
4 "Ret,,ine SleevelncNdin Capwdh2 "Blow -Off.2 flow -Dffto Included Box.
1.0
Wmp SUm
$250.0
$250.0
$972.0
$9724
$2,255.18
$2,25518
$2,255.18
S955mw
$900.00
23
Solid SOddln (Bahia)
422A
Square-ft
$4.00
$1,691.11
$3.40
$1,437.44
$439
$1,055.99
$4.39
$1,4]9.]2
$4.00
$1,691.1
20
Solid SOddl.g(St. Augustine)
105.6
Sw-Yards
$4.50
$475.00
57465
5110]50
$14.02
$1,4]9.95
$14.02
$606.90
$5.00
$527.78
25
Remove and RSlmtall 4 hi Chain Link Fen-
160
Lump Sum
$350.00
$350.00
Sim-
$600.
$1,020.45
$1,020.45
$1,020.45
$713.
$1,800.00
$1,800.
26
1 "Tem ra Battedolo Ical Sam lira Point
1.0
Each
$400.0
$400.0
$550.0
$55000
$1,278.27
$1,278.27
51,278.27
S"1055.0
5660100
$660.
27
2" Temporary Blow Off and BaRerI010 ical Sampling paint
1.0
Each
$400.00
$400.00
$7110.0
$780.
$2,147.70
$2,147.7
$2,147.70
$1,110.0
$1,260.0
$1,260.
Total
$313,830.fi
Bid Total (Based on Unit Cost Submhtedl:
$99.47.97
$127,496.3
$350
$159,]99.1
RN Total as Submitted
99,1150.30
$127,496.59
1 $150,383.49
$159,800.00