2000-48
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AGREEMENT
THIS AGREEMENT made this ::PI sr day of /'lot/f,.../x/L , 2000
by and between City of Clermont hereinafter called "OWNER" and
Water Services, Inc. dba Ellis Well Drillinq doing business as (an
individual), or a partnership), or (a corporation) hereinafter called
"CONTRACTOR".
W7TNESSETB: That for and in consideration of the payments
and agreements hereinafter mentioned:
Article 1: The CONTRACTOR will commence and complete the
project of Hancock Park Irr~qation Pump and Pump Control Station.
Article 2: The CONTRACTOR will furnish all material, supplies,
tools, equipment, labor and other services necessary
for the construction and completion of the project
described herein.
Article 3:
The CONTRACTOR will commence the work required by the
Contract Documents within TEN (10) ~alendar days after the
date of the NOTICE TO PROCEED and will complete the same
within Thirty (30) calendar days unless the
period for completion is extended otherwise by the
CONTRACT DOCUMENTS. The CONTRACTOR further agrees to pay
as liquidated damages the some of a Dollars
($ a ) per calendar day beyond the date of completion.
Article 4: The CONTRACTOR agrees to perform all of the work
described in the Contract Documents and comply with
the terms therein for the sum of Nineteen Thousand Six Hundred
Ninety and 00/100 Dollars.
($19,690.00)
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Article 5: The term "CONTRACT DOCUMENTS" means and includes the
Following:
Advertisement for Bids
Information for Bidders
BID For & Schedule
Specifications
Public Entity Crimes
NOTICE OF AWARD
AGREEMENT
NOTICE TO PROCEED
Final Release of Lien
General Requirements
Area Map
Bid Bond
Performance Bond
Major Contractors & Supplier Form
Payment Bond
Site Work
As prepared by City of Clermont specifications.
Article 6.
This agreement shall be binding upon all parties hereto
and their respective heir, executors, administrator,
successors, and assigns.
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IN WITNESS WHEREOF, the parties hereto have executed, or caused to be
executed by their duly authorized officials, this Agreement
in 4 (No. of copies), each of which shall be deemed an original on the
date first written above.
OWNER:
City of Clermont
P.O. Box 120219
&?!£ 347:
yne Saunders
Please type
City Manaqer
BY:
NAME:
TITLE:
(SEAL)
9:~
NAME: Joe an Zile
TITLE:
Finance Director
lis Well Drilling
BY:
NAME:
William L. Sima.. Jr.
Please type
TITLE:
PresidpJ1t
(SEAL)
ATTEST:
NAME:
TITLE:
Vice President
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SPECIFICATIONS
FOR
HANCOCK PARK IRRIGATION PUMP AND PUMP CONTROL STATION
1 . Scope
This specification covers a deep well submersible turbine pump with above
ground discharge and furnished with suitable driver and accessories as
specified herein. The pumping unit shall be designed and furnished in
accordance with the latest hydraulic institute and AWWA specifications for
submersible turbine pumps.
2. Service Conditions
The pump shall be designed and constructed to operate satisfactorily with a
reasonable service life, when installed in typical continuous turbine pump
application. The pump shall be the product of, and manufactured by Goulds
Pumps, Inc. Other manufacturers will be considered providing the unit
offered is an approved equal in all respects to the brand and model preferred
by the customer. Factory pump curves for alternate pumps shall be submitted
with the bid.
3. Operating Conditions
Design conditions: ..-.-.-.-.-.-.-.-.-.-.... .._._._..250
Design head: ..-.-..........-.......-.-... ........-....-... ..-... .415
Minimum pump efficiency of: ..-...... .._._..79. 1
Maximum allowable speed: ...........-.-.-.... 3450 RPM
Liquid to be pumped: .'-".'."-'-'-".".. ..-... . Wa ter
Pump bowl setting: ........-.-.......-.......-......... . .215 Feet
Well diameter 1. D. .....-....-.......-............ . ....10 Inches
Gallons per minute
Feet total dynamic head (TDH)
Percent
4.
Pump Construction
A. Bowl assembly: the intermediate bowls, and discharge adapter shall be
flanged type constructed from close grained cast iron, and shall
conform to ASTM designation A48, class 30. They shall be free from
sand holes, blow holes, or other faults and must be accurately
machined and fitted to close tolerances. The intermediate bowls
shall have vitra glass lined waterways for maximum efficiency an wear
protection. All intermediate bowls shall be of identical design for
interchangeability.
A thrust ring shall be above the top impeller to prevent excessive
vertical upthrust. Threaded intermediate bowls will be allowed on
bowl sizes 8" and smaller. To ensure quality and consistency of
product, cast iron components must be produce in a foundry owned by
the pump manufacturer.
B. Impellers: the impellers shall be constructed from ASTM B584
Silicon Bronze and shall be the enclosed type. They shall be free
from defects and must be accurately cast, machined, balanced, and
filled for optimum performance and minimum vibration. Impellers are
to be standard product of the pump manufacturer and not contain
special workmanship to temporarily increase efficiency. They shall
be securely fastened to the bowl shaft with taper locks of C1045
steel.
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C The discharge adapter shall be provided with a non-soluble grease
packed bronze bearing, extending through the top bowl into the through
the discharge adapter and topped with a threaded cast iron cap or plug
to protect the bearing from abrasives. The adapter should be such that
the bearing can be easily removed through the top of the adapter
housing.
D The inlet motor adapter shall be a minimum of class 40 cast iron and
shall contain an extra long bronze bearing. The inlet area shall have
a net open area of at least four times the eye of the impeller and shall
be protected with a 304 stainless steel screen.
E. Wear rings: pumps 6" and larger shall be fitted with replaceable
wear rings of bronze material in the motor adapter and intermediate
bowls. Wear rings shall have the minimum practical clearance to the
mating cylindrical surface of the impeller to provide adequate sealing
independent of vertical positioning of the impellers.
F. The bowl shaft shall be constructed from stainless steel ASTM A582
Type 416 stainless steel.
G. The motor coupling shall be of stainless steel and shall confirm to
NEMA specifications and be capable of transmitting the total torque and
total thrust of the bowl assembly in either direction of rotation.
5.
Column Pipe
The column pipe shall be 6 inch schedule 40 galvanized steel pipe in 21
feet lengths, to a depth of 210 + or - feet below ground level. Inside
diameter of the pipe shall be such that the head losses shall not be
over 5 feet per 100 feet of pipe. Pipe shall be connected with
galvanized threaded sleeve type steel couplings.
6.
Submersible Cable
Pump cable shall be #4 sized flat wire to limit the voltage drop to no
more than 5%. The cable shall have three separate conductors and a
ground and shall be included in a single continuous jacketed assembly.
The insulation shall be water and oil resistant, and suitable
for continuous immersion. The cable should be the length of the column
pipe plus 25 feet to extend from the well plate to "the pump electrical
controller. The cable should be adequately secured to the column pipe
by plastic ties, or other non metallic means, at 10 foot intervals.
7.
Submersible Surface Plate and Well Seal
Cut the 10" steel casing to a point where the pipe is round and add a
piece of 10 inch steel pipe to suitable length abqve ground.
The surface plate shall be of fabricated steel. The plate shall
incorporated a long radius elbow welded securely to a 150 lb. Steel ANSI
"flange and shall rigidly support the total weight of the motor, bowl
assembly, column pipe, cable, and column of water. The cable outlet
shall have a cable seal of adequate size to accommodate the cable size.
Threaded vent and drawdown holes shall be provided.
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8.
Submersible Electric MOtor
The motor shall be a heavy duty NEMA design 6", 40 horsepower, 3450 RPM.
The motor shall be capable of continuous operation under water at the
specified conditions outlined above. A suitable thrust bearing shall be
incorporated in the lower end of the motor adequate to receive the
entire hydraulic thrust load of the pump unit plus the weight of the
rotating parts regardless of the direction of rotation. The motor shall
have a 1.15 service factor, and sui table for use on a 460 volt, three
phase, 60 cycle electric service.
The motor leads shall be protected against the pump end with a 304
stainless steel cable guard held in place with stainless steel banding.
As the motor lead exit the top of the cable guard it shall be properly
protected to prevent damaging or cutting the lead by the cable guard
material.
9.
Well Head Pad
Install a minimum 4' x4' x 4",
well and at ground level.
2500 PSI Concrete pad centered on the
10.
Raw Water Tap
Install a non-threaded, brass, raw water tap on the well discharge pipe
before any valves
11.
Check Valve
Install a 6 inch CV06FF check valve or approved equal.
12.
Pressure Relief Valve
Install a 4 inch MacDonald pressure relief valve or approved equal.
13.
Gate Valve
Install a 6 inch M.J. Mega-lug, square nut operated gate valve.
14.
Pressure tank
Install a Pumping System, Inc., 150 PSI, 80 gallon, bladder tank or
approved equal. Pressure tank shall be anchored to a 4' x 4'x 4",
2500PSI concrete pad.
15.
Electric Service
Mount meter service and disconnect with control panel on a rack made of
two galvanized 2 inch post with cross mounting brackets.
The City will contract with Sumter Electric (SECQ) for underground 460
volt, 3 phase service. The contractor will run wire from the meter to
SECQ service connection.
16.Pump Control panel and box
Install a Furnace ESP 100 NEMA 3R pump control panel and box.
17.
Pressure demand Switch
Install a system pressure demand switch and pressure gauge to operate
the submersible pump.
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18.
19.
20.
21.
22.
23.
24.
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Irrigation Control With Rain Sensor
NONE NEEDED.
Site
Contractor may store equipment on site upon approval of the Public
Service Director. Orange safety barrier shall be installed around the
storage and well work site area.
Testing
The Public Service Director and Contractor will pump test the systems
equipment and controls by simulating pumping conditions of 415 feet
(TDH) at 250 gallons per minute.
Site Cleaning
Contractor shall keep site clean of debris at all times.
clean at final completion of project.
Site shall
Permitting
Contractor shall obtain zoning clearance from the City and take zoning
clearance to the Lake County Building Department to obtain necessary
permits. The cost of permits shall. be paid by Contractor
The Lake County building Department shall sign off on the permit for
final inspections, before the City will make payment.
Submittals
Bidders shall submit with bids submittals for equipment used as or
Equa1s.
Warranty
Contractor shall provide a written one (1) year workmanship warranty.
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Goulds Pumps
Marl< Reno
Curve:
PUMP DATA SHEET
Goulds Turbine 60 Hz
E6207WAPCO
DDslgn Point:
Flow: 250 US gpm
Head: 415 ft
Fluid: Water
Pump:
TURBINE - 3600
Sp~ed. 3450 rpm
Size: 7WAHC; (4 stages)
Die: 5.25 In
Sphere size: 0.29 In
Power: -- bhp
NPSHa: -- tt
Piping:
limits: Temperature: --- of
Pressure: 365 psig
SpAcific Speed: Ns: 1684
Nas: --.
Discharge: --- in
Oimenslons:
Suction: --- in
Vertical Turbine: Bowl Die: 7.13 in Max Lateral: 0.5 in
Thrust K Factor: 2.63
Motor:
Consult vendor
Suction Size-4" Discharge Sizes-4",S",6"
nn Data Point ---
ft 5.4"
500
-
Flow: 250 US gpm
Head: 419 ft
Eff: 79 1%
Power: 33.4 bhp
NPSHr: 14.2 ft
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f--.
v--
300
V
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.. Design Curve ..
200
Shutoff Head: 480 ft
Pressure: 208 PSig
Min Flow: - US gpm
BEP: 79.4% eft
@ 266 US gpm
I-JOL Pwr: 36.7 bhp
@ 339 US gpm
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-- Max Curve --
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Max Pwr: 40.5 bhp
@ 331 US gpm
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40
-
-
80
120
160
200
240
US gpm
... PERFORMANCE EVALUATION ---
Flow Speed Head Pump Power NPSHr Motor Motor Hrs/yr Cost
US gpm rpm ft %eff bhp ft %eff hp /kW
300 3450 369 78 35.9 18.5
250 3450 419 79.1 33.4 14.2
200 3450 451 765 297 11.1
150 :i450 467 137.8 25.7 9.92
100 3450 474 53.1 222 9.88
Goulda Turbine PUtnp Selection ver: 6.00a .
08/16/00
Seløctlon file: (untitled)
Catalog: TURB60.MPC V 1.6.0
Temperature: 60 of
SG: 1
Viscosity: 1.122 cP
Vapor pressure: 0.2568 psla
Atm pre68Ure: 14.7 psla
System: ---
Suction: on in
Discharge: .- In
%eff
90
70
60
50
40
-
--~.-
---
- 40 b
h
t.--- 20 P
!
360
.-
280
320
II
90 PSI = 207.9' +:JDPumping Level = 205' +OoFrlction Loss = 1.21'00= TDH of 414. t 1ft required
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GENERAL REQUIREMENTS
IGR-l LICENSES
The Contractor and all Subcontractors shall be properly licensed in the
State of Florida and shall submit to the City of Clermont copies of such
license with bid.
IGR-2 INSURANCE
Contractor and sub contractors shall maintain such liability, Workman's
Comp and other insurance as is appropriate for the work being performed.
Bidder shall submit copies of liability, Workman's Comp and other
insurance with bid. Workman's Comp shall reflect the total number of
employees covered. The number of employees assigned to this project
shall not exceed the Insurance coverage. Insurance amount shall be
Comprehensive Business Liability of $2,000,000 and Workers Compensation
and Employees Liability of $500,000. Sub contractors may be covered
under the contractors liability and Workman's Compensation Insurance if
policy states so.
IGR-3 LOCATIONS
The City of Clermont shall provide site map.
IGR-4 Bm ITEMS
Bids shall include all labor, material, impact fees, permits, and
licenses which may apply or be applied and are necessary to construct
the items as described in the specifications.
IGR-S SAFETY
It shall be the responsibility of the Contractor to insure work safety,
provide sufficient, required insurance, comply with all safety codes,
laws and requirements and to include any cost of such safety
requirements in the project bid. No additional compensation shall be
allowed for the cost of such compliance.
It shall be the Contractor's option and responsibility to select the
compliance methods(s) and to ensure the proper employment of said
method(s) during the entire project.
These standards shall apply to all areas of construction whether or not
specifically mentioned in other divisions of these specifications.
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lGR-6 INSPECTION
The City shall provide inspection for the job.
No work will be permitted on Saturday, Sunday, or Holidays unless
requested and approved by the City a minimum of 48 hours in advance.
No work may beqin before 7 a.m. and shall end at 6:00 p.m.
lGR-7 PUBLIC CONVENIENCE AND SAFETY (As May Be Applicable)
No street or roadway shall be closed, except when and where directed by
the City. The work shall be conducted so that there shall, at all
times, be a safe passageway for traffic, whenever the street or roadway
is not closed. The Contractor shall provide and maintain a passable
driveway, as directed by the Engineer, whenever it is necessary to
divert traffic from any part of the street or roadway actually under
construction. Driveways must be accessible at all times, in case of an
emergency, and must be left in a usable condition at the end of each
day.
The Contractor shall provide, erect, and maintain all necessary
barricades, suitable and sufficient red lights, danger signals and
signs, provide a sufficient number of watchmen, and take all necessary
precautions for the protection of the work and safety of the public.
Streets or highways, which are closed to traffic, shall be protected by
effective barricades on which acceptable warning signs shall be placed.
The Contractor shall provide and maintain detour signs at all closures
and intersections along the detour route(s) to direct the traffic around
the closed portion(s) of the work.
",
Where City and/or county standards do not apply, safety precautions
shall be taken in accordance with Index No. 600 through 700, FOOT
Roadway and Traffic Design Standards, 1988.
All temporary detour route (s) shall be clearly indicated throughout
their entire length. All barricades and obstructions shall be
illuminated at night. All lights shall be kept burning form sunset to
sunrise. All barricades ~hall be well built and designed so as not to
be blown over by the wind.
lGR-8 CARE OF TREES, SHRUBS AND GRASS
The Contractor shall be fully responsible for maintaining, in good
condition, all cultivated grass plots, trees, and shrubs. The
Contractor shall, after completion of the work, replace or restore to
original condition, all destroyed or damaged shrubbery or grass areas,
which were maintained or destroyed incidental to the construction
operations. Tree limbs, which interfere with equipment operation and
are approved for pruning, shall be neatly trimmed and the tree cut
coated with tree paint.
All shrubbery, lawn grass, fences, ornamental shrubs, trees, and fruit
trees lying within the right-of-way shall be carefully removed and
replanted, on or behind the right-of-way, as directed by the Engineer.
Fences, retaining walls, etc., which are removed and relocated, shall be
carefully restored as closely as possible to there original condition.
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Lawn grass, shrubbery, ornamental shrubs, trees, and fruit trees, etc.,
which are removed and relocated, shall be carefully restored as closely
as possible to their original condition and shall be watered and
maintained, as necessary, until they are firmly re-established in their
new location.
All grass, shrubbery, ornamental shrubs, trees and fruit trees, etc.,
which die or, in the opinion of the Engineer, are damaged due to their
relocation, shall be replaced with shrubbery which is identical to the
original type, quality, and size. The Contractor shall adhere to the
Engineer's decisions regarding the condition of restored property.
IGR-9 DAMAGE TO EXISTING STRUCTURES AND UTILITIES
The Contractor shall be responsible for and shall make good all damage
to pavement, buildings, telephone or other cables, water pipes, sanitary
pipes, or structures beyond the limits of this contract, which may be
encountered, whether or not shown on the drawings.
Information shown on the drawings, as to the location of existing
utilities, has been prepared from the most reliable data available to
the Engineer. However, this information is not guaranteed, and it shall
be the Contractor's responsibility to determine the exact location,
character, and depth of any existing utilities. The Contractor shall
assist the utility companies, by every means possible, in determining
said locations. The Contractor shall exercise extreme caution to
eliminate the possibility of damage to any utilities.
IGR-IO SUSPENSION OF WORK
The Contractor shall not be entitled to make or assert claim for damage
by reason of delay, should the Owner be prevented or enj oined from
proceeding with work, by reason of any litigation or other reason beyond
the control of the Owner, either before or after the start of
construction. However time for completion of the work shall be extended,
to such reasonable time as the Owner may determine necessary, to
compensate for time lost by such delay. Such determination shall be set
forth in writing.
IGR-ll TRAFFIC
All safety precautions shall be taken and all traffic controls shall be
furnished, satisfactory to City, County, Department of Transportation,
and/or any other governmental agency having jurisdiction, where partial
or complete obstruction of streets is required for the performance of
the work.
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lGR-12 MAINTENANCE OF TRAFFIC
The Contractor shall be responsible, during the course of construction,
for proper maintenance, control and detour of traffic in the area of
construction. All traffic control and maintenance procedures shall be in
accordance with the requiremeñts of the Florida Department of
Transportation and Lake County, Florida, .with{n their respective areas
of jurisdiction. It shall be the Contractor's responsibility, as Bidder,
prior to submitting his Bid, to determine the requirements of these
agencies so that his Proposal reflects all costs to be incurred. No
claims for additional payment shall be considered for costs incurred due
to the proper maintenance control, detour, and protection of traffic.
lGR-13 BARRICADES AND PROTECTION OF WORK
The Contractor shall protect his work, throughout its entire length, by
the erection of suitable barricades and handrails where required. He
shall further indicate this work at night by the maintenance of suitable
lights or flares, especially along or across thoroughfares. He shall
also comply with all laws or ord~nances covering the protection of such
work and the safety measures to be employed therein. The Contractor
shall carry out his work so as not to deny access to private property.
lGR-14 EXAMINATION OF PREMISES
The Contractor shall be held to have examined the premises of the
project, as to the existing conditions under which he will be obliged to
operate, before submitting a Bid Proposal.
lGR-15 BURNING
Burning shall not be permitted on this project without prior approval
from the Engineer and the Owner. If burning is allowed, it shall be the
responsibility of the Contractor to obtain all required burning permits,
and to have adequate supervision and safety measures at all times during
burning. No unattended burning will be allowed.
lGR-16 LICENSING
The Contractor and all subcontractors shall be properly licensed in the
State of Florida.
lGR-17
PAYMENT
The City shall inspect said work and recommend payment.
Lump sum payment shall be made within 10 days after receiving final
Release of Lien.
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Central Florida Well Drillers, Inc.
3720 N. Orange Blossom Trail
Orlando, Fl. 32804
Dodge Well Drilling, Inc.
6312 Wynglow Lane
Orlando, Fl. 32818
Ellis Well Drilling, Inc.
909 Southern Oak Lane
Apopka, Fl. 32712
Environmental Drilling Service, Inc.
4712 Old Winter Garden Road
Orlando, Fl. 32811
GFA International
6220 S. Orange Blossom Trail
Orlando, Fl. 32809
Goodall Well & Pump Service
P O. Box 520119
Longwood, Fl. 32752
Meridith Environmental Services, Inc.
P.O. Box 585648
Orlando, Fl. 32858
Mr. Pump Co.
P.O. Box 490539
Leesburg, Fl. 34749
Patterson Well Drilling Co.
1417 Flowerdale Ave.
Orlando, Fl. 32807
Wiggins Brothers Well Drilling
P.O. Box 1314
Sorrento, Fl. 32776
Apopka Well & Pump
1515 E. Semoran Blvd.
Apopka, Fl. 32703
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