2000-47
8'
8
---,----- ..-
----'-
Nè',!-.lO-OO lO:26A SPRINGSTEAD ENGINEERING,
352-787-7221
P.O4
Document 00300 - Bid Form
Made by:
Address:
TO:
CITY OF CLERMONT
1 WESTGATE PLAZA
CLERMONT. FLORIDA 34711
(352) 394-4081
The undersigned Bidder has personally (or through its designated agent, attesting to this bid) carefully
examined the plans and specifications, tbe "General Conditions" of the Contract. and all other relzted Contract
Docwnents; has made a thorough physical inspection of the site of the proposed work, has given the Engineer
written notice of all conflicts, errors, ambiguities or discrepancies that the Bidder has disco,'ered in the contract
documents or by site investigation, and by submission of this written bid is attesting to compliance and is s~tisfied
with the conditions under which the Contract is peñonned. -
.. ,,-.
Therefore, Bidder agrees to furnish all the labor, materials, and services required by tbe" ê~ñtract
Documents for the construction of the facility for the sum of:
N \ C) e.. ~ So@\r ~ C'- ~N. J. ~ A- Q.-~\.:d-_-~ ~ol1ars
Eo. ~-=bh~ €\ÔhTOo\\Q~
($<=\"1 ~CKCi'. ~n ). .
'3hre..-~ -t\"'1)lßA-n ~ÇiV~ ~V"\ tOr pC Dollars
(Base Bid)
(Alternate)
($ 6t5ro. aD
).
If the written notice of the acceptance of this bid is mailed. delivered or faxed, to the undersigned within
si:try (60) days after the date of opening of the bid, the undersigned agrees 10 (within ten (10) da)'s of receipt of
such notice) execute and deliver a contract in tþe Conn of an Agreement in accordance with the specifications and
bid a~ accepted.
:Addendum No.1, November-g, 2000
(b:\bfmspecs)
(51130.013)
10
Document 00300 - Bid Fonn
LS 9 Improvements
8
8
The undersigned further agrees to commence work, with an adequate force and equipment, within ten
(10) consecutive calendar days after being notified in writing by the Owner to do so; and to complete the work
within ninety (90) calendar days. If undersigned fails to complete the work within the allowed time, liquidated
damages in the sum of two hundred and fifty and 00/100 Dollars ($250.00) per calendar day for the time used
for the completion of the work in excess of that allowed time, will be .deducted from the Contract Price. If such
amount exceeds the balance owed the undersigned, the undersigned agrees to pay such excess amount until the
. work is completed and/or accepted.
This bid may be withdrawn at any time prior to the scheduled time of opening of the bids, or any
authorized postponement thereof.
ADDENDUM RECEIPT
The receipt of the following addenda to the specifications is acknowledged:
Addendum No. I .Date NO\le",,6~ 9. ~
Addendum No. ~ Date NOvQrY\ber 13. ;{OO 0
Addendum No. - Date
The undersigned (is) (are) the only interested (party) (parties) in this proposed contract, except that if
others are interested, their signatures are also attached hereto as principals, an~ they also agree to all conditions
of these -oentract documents.
It is declared that this proposal is made in good faith without connection with any other proposals for
this work.
'-
Respectfully submitted:
ll-f, '"'~ -=-r ec..~'\f,', c:..~ IYnC'-..
CõNiiAcrOR
~
(P son who amin~d ~ts'f.S<.o.¡,. PuMÌf
& Inspected tJ,.e Project Site) V.P.
BY: ~ .J . g~ Pre:,.
or;7 ~~~\li5
DATE: \ 0
(Seal if Bid is :by a Corporation)
(b:\bfmspecs)
(51130.013)
II
Document 00300 - Bid Form
LS 9 Improvements
8
8
Vocumcnl 00410 - lIi¡J 1IIIn¡J
~NOW ALL \.!EN U V TIU:S~ rRESENTS, rhlll WC, Ihe lllidecsigllcd, UTILITY TECHNICI ANS . INC.:I$
PrincIP:1I, :1nd RLI INSURANCE COMPANY u SurelY, ole he(4~by held and firmly bound unlO CITY
OF CLERMONT :1~ OWNER in Ihc penll! sum of FIVE
PERŒNI' OF BID (5%) for Ihe p:Jymenl of which, well :lOd truly 10 bc m:ldc, we hereby jomlly and severally bind
ourselves, suCCCSSOIS :lnd :lssisns. SiGned, Ihis 8TH day of NOVEMBER, 2000. The Colldilion of Ihe above
obhg:uion 15 SIIC'h 111:11 ""Iw,r.øl:. Ihe Princip:11 has 5uhmirted 10 CITY OF CLERMONT :J cc:n:lin BIO,
:¡nOlched herelO :lnd hcreby made II part hereof 10 corer inlo 0 COlllrOlCI in writll1g, for Ihe LIFT STATION
9 IMPROVEMENTS PROJECT: 51130.013
NOW THEREFORE, (D) If said Bid shall be rejected, or (b) If SDid DID 6h:lll be accepted and Ihe Principal
shall execule and deliver 1\ ConrraCI in the Form of Conrracl Dllached herelo (properly compleled in accordance
with said BID) I1nd shall furnish II ßOND for faithful performance of said COntrACl, and for Ihe payment of all
persons performing labor, furnishing materials in conneCtiOn therewilh, and shall in al/ other respe:cls perform rhe:
agreement creau:d by the acceptance of said BID, thon this obligation shall be void. otherwise Ihe same sh.all
remain in force and effect; il being expressly understood and agreed Ihal rhe liability of Ihe Surety for any and
all claims h~reundcr shall. in no even!, exceed the penal amount of this obligarion 89 h~rein slated.
The Surely. for value received, hereby stipulates and agrees thai the obligarions of said Surely and ilS BOND shall
be ill 110 way implI.irceJ or Idrceled by an extension of th~ time: within which the OWNER may accept such BID;
and said Sure:ty does hereby waive notice of any such extension.
. .
IN WITNESS WHEREOF, the Principal and the Surety have hereunto 5et their hands and sc:als, line! such uf
them 89 are corporation have caused their corporllc lea Is 10 be herelo affixed and these presents to be si¡;ned by
their proper officers, the d:1Y and ..)'e3r first set forth Dbove. .
UTILITY TECHNICIANS, INC.
~~ J. ~ (L.S.)
. Principal. ~e~.
Kf'I<t"n s. PUf?\li.)
RLI INSURANCE COMPANY
Surety
By:
- --
-FACT
IMPORTANT:
Surety CompJnies executing BONDS must appcar on the TreaslJry Department's most current li51
(Circular 570 as amended) and be authorized 10 transact busine5!; il\ the: slare where the project is located.
(b;\bbmspecs)
(51130.013)
12
Documenr 00410 - Bid Bond
LS IJ Improvements
-,
8
fJtJJJI}/D
t D V S 0 Nt
8
POWER OF ATTORNEY
9025 N. Lindbergh Dr. . Peoria, IL 61615
Know All Men by These Presents:
BOND NO. SSB-
279801
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed. but may be detached by
the approving officer if desired,
That RLI INSURANCE COMPANY, an Illinois corporation, does hereby make, constitute and appoint
Don Bramlage, Jimmy W. Henderson, James R. Hall, Jointly or Severally
in the City of Daytona Beach
, State of
Florida
its true and lawful Agent and Attorney-in-Fact, with full power
and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond.
Any Performance or Payment or Labor and Material or Maintenance or Supply or Bid Bond providing the bond penalty
does not exceed Five Million Dollars ($5,000,000),
The acknowledgement and execution of such bond by the said Attorney-in-Fact shall be as binding upon this Company as if such
bond had been executed and acknowledged by the regularly elected officers of this Company.
The RLI INSURANCE COMPANY further certifies that the following is a true and exact copy of the Resolution adopted by the Board of
Directors of RLI Insurance Company, and now in force to-wit:
"All bonds, policies, undenakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate
name of the company by the President, Secretary, any Assistant Secretary, Treasurer, Vice President, or by such other officers as
the Board of Directors may authorize. The President, any Vice President, Secretary and Assistant Secretary, or the Treasurer,
may appoint Attorneys-in-Fact or Agents who shall have authority to issue bonds, policies, or undenakings in the name of the
Company, The corporate seal is not necessary for the validity of any bonds, policies, undenakings, Powers of Attorney, or other
obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. "
(Blue shaded area above indicates authenticity)
IN WITNESS WHEREOF, the RLI Insurance company has caused these presents to be ex~cuted by its President with its corporate seal
affixed this 1st day of January, 1999.
SS
. ",," 111111//1
,,"'~p..NC£ é'lll,
"'C;)\J ..".. O~'" RLIINSURANCE COMPANY
j'~ ..,ö"PO._¡". 00\ ~
0,.0 ~..,,~ E.
::: -.../.. .. -z..
-CC . -<.-
:; : :By:;" .
= : SEAL. -
~. - . - ::: PresIdent
~ .'.. ... ::
-::""" ...........,,' ,j:'
"" It.. L I N O\S ""
'I, ",
////'" II II II \ ,,\
State of Illinois
County of Peoria
On this 1st day of January, 1999, before me, a Notary Public,
personally appeared Jonathan E. Michael, who being by me duly
sworn, acknowledged that he signed the above Power of Attorney as
the aforesaid officer of the RLIINSURANCE COMPANY and acknowl-
edged said instrument to be the voluntary act and deed of said
corporation.
.~
CERTIFICATE
I, the undersigned officer ofRLI Insurance Company, a stock corpora-
tion of the State of Illinois, do hereby certify that the attached Power
of Attorney is in full force and effect and is irrevocable; and further-
more, that the Resolution of the Company as set forth in the Power of
Attorney, is now in force. In testimony whereof, 1 have hereunto set my
hand and the seal of the RLI Insurance Company this8~ day of
NOVEMBE,R 2000
"OFFICIAl SEA I
CYNTHIA S. DOHM
NOTARY PUBLIC. STATE OF IlliNOIS
MY COMMISSION EXPIRES 0212~/02
RL"NSURANCE COMP":";~
f'~
President
SPAOl5 (1/99)
8
Nov~13-00 03:00P SPRINGSTEAD ENGINEERING,
352-7_-7221
P.O3
Document 00350 - Schedule of Values
City of Clennont Lift. Station 9 Improvements
GENER.4.L
1. Mobilization L.S.
2. Site Clearing 1.8.
3. Excavating loS.
4. BacktiUing loS.
5. Rough Grading LS.
6. Erosion Control L.S.
7. Sod 150 SY @ $~ ~SY
8. Gravel Surface and Fabric 47 SY @ $dt~.~SY
$_lpOo.OO
Co50.0D
.
$ <qOai.OO
$ 5S00'9b
s <600.00
$ %DO.ro
$ 300. 00
$ l 0 ~ I. DO
GENERAL BASE BID SUBTOTAL S \ « I \ 5 ~ .. 00
$
u. PAVEMENT (OPEN CUT AND REPAIR)
1. Stabilized Subgrade 67 SY @ $5.~ /Sy
2. 12" LBR 100 Limerock 67 SY @ $ IO.~sY
00.
3. Asphalt Concret( 67 SY @ $~SY
4. Concrete: Curb and Gutter I-~'
76 LF @ $...2:......LF
5. Striping (6" Wide) ]52 LF @ $ \.~ ¡LF
6. Traffic Regulation loS.
7. Pavement Demolition and Disposal LS.
$ 335. OD
$ 610. OD
$--9 3e;:s . 00
$ I. \ L{ o. 00
s~S~, 00
$ 1 5100 .00
s 1 ObO . DO
PA VEMENT BASE BID SUBTOTAL $ ~ 0 2, -.5 ~ 00
UI. PREC AST
1. Wet Well & Cover with Hatches loS.
(Hatches FBO)
2. Valve Vault & C.over with Hatches LS.
(Hatches FBO)
IV.
WATERMAIN
$ 11 \ YS5. CD
$~CO
PRECAST BASE BID SUBTOTAL $ III \;;1.10 g. CO
1.
6" OJ.P. with joints
and restraints
I 90 ~ LF @ S~iLF
$ ?)7~O. 00
lAddendum No.1, November 9, 2000
(51130.013)
13
Document 00350 - Bid Schedule
LS 9 Impro,'ements
8
Nav~13-00 03:01P SPRINGSTEAD ENGINEERING,
$~O
Change Existing Wet Well to Manhole l.S. $ ~ \C>O . 00
ORA YITY SEWER BASE BID SUBTOTAL $~O
352-78'-7221
2.
6" MJ 90° Ell with remaints and ØÐ
lñrust Bloclc I EA @ $1I:Ji!EA
13.
6" MJ ~ 90° Ell with
Restraints
O'
I ~ EA @ $ J5bJËA
4.
6" MJ 45° Ell with Rcstraints ø.a.
and Thrust Block I EA @ $2Ql/EA
6" MJ Plugs 2 EA @ $~-7EA
IS.
6.
Watermain Demolition and Disposal
LS.
7.
Watennain Disinfection
LS.
L.S.
8.
Connect to Existing Watennajn
9.
210.
Lift Station Water Service with RPBFP
LS.
6" Gate Valve Assemblies
2 EA @ $~/EA
W A TERMAIN BASE BID SUBTOTAL $
V.
GRA VITY SEWER
1.
Connect Existing Wet Well
to New Wet Well
LS.
22.
VI. LIFr ST A TIOl'i
1. Jnstall Wet Well and Cover L.S.
., Install Yclve Vault and Cover LS.
...
3. Wet Well Piping and Fillings LS.
4. Valve Vault Piping, Fittings,
Valves, and Accessories LS.
5. Install Pumps, Bases, and Pump
Accessories (FRO) loS.
6. Relocate and Reconnect Aerator LS.
7. Install Control Panel (FBO) LS.
8. Relocate and Reconnect A TS and Meter LS.
19. Relocate and Reconnect Existing Autodialer L.S.
10. Provide Surge Suppressor LS.
{51130.013)
~Addendum No.2, November 13, 2000
lAddendum No. I, November 9, 2000
.------- -..-
P.O4
s
"'?, 00 . Of)
$
;;)..50. DO
bQ:) . m
<6"0 .00
$ \ 000 . Oó
$ ';::) (X) . 00
$
$
$
$
\ 000 .CD
(ðl{~. Cù
1050. °0
8~06. Oõ
$
$ S"ooo. (X)
$ \ ~a(o . ðO
$~
$ Colo 75". 00
$ CoCo. OD
s-.J9 ~l). DC)
s-Ýf)() . (){)
s~
$ o'2So. W
$ 302<0. CD
14
Document 00350 - Bid Schedule
LS 9 Improvements
8
No~-13-00 03:01P SPRINGSTEAD ENGINEERING,
352-"-7221
- . -------
P.O5
II. Provide Tc:nninal Cabinet LS.
12. Provide Main Disconnect LS.
13. Provide Wire. Cable and Conduit for all
Electrical Equipment LS.
14. Abandon Existing Pump Station L.S.
15. Provide Suppons for All
Electrical Equipment L.S.
$~ 1059. CD
s~OO
$ 3oon. CO
s ~ Y {nO . aD
$ 1000.0'0
LIFT STATION BASE BID SUBTOTAL $ 33.S~ß. Cú
VII. FORCEMAJN
1. 6" DIP with Ioints and 20 LF @ $~/LF
Restraints
2. 6" MI 45° Ell with Restraints 1 EA @ $~rEA
DC>
3. 6~ MJ Wye with Restraints I EA @ $~irA
24. 6~ x 8" MI reducer witb oiJ
Restraints 1 EA @ $~7fA
25. 8" MJ 45° Ell with 3 EA @' s31010lJEA
Restraints
6. Conneci 10 Exisling Forcemain LS
7. Forcemain Demolition and Disposal LS
8. Connect 10 Lift Station Piping LS
19. Provide Line Stop LS
210. 8" DIP with Ioints and 00
Restraints 65 LF @ $~F
$~ L O. 00
$ ;(55""".00
$ 5~S .00
d~O.CD
$-9 2,0 . 00
$~D
500 . DO
s - 600 .00
$~ ;). SIo.CfJ
$ 6S7S.DD
FORCEMAlN BASE BID SUBTOTAL $ \?> ~ 03 :S, C()
s
$
'VIII. ALTERNATE
1. Demolish and Remove Existing
Lift Stalion Top Slab
LS
$ as oo~ co
2.
Provide 8' diameter Concrete
Top Slab for Existing Wet Well
with Cast-In Manhole Frame and Cover
LS
s \ COO . 00
2Addendum No.2, Ncvember 13, 2000
(51130.013)
15
Document 00350 - Bid Schedule
LS 9 Improvements
8
No¥-13-00 03:02P SPRINGSTEAD ENGINEERING~
City of Clermont
Lift Stations 9 Improvements
Sanitary and Water Extensions
BID RECAP
I. GÐŒRAL
II. PA VEMENT
III. PRECAST
IV. W A TERMAIN
v. GRA VITY SEWER
VI. UFT STATION
VII. FORCEMAIN
IVIII.
ALTERNATE
lAddendum No.1, November 9, 2000
(51130.013)
16
;~2-7'-7221
PoD6
$ I <a , \ 69 . CO
$_ln I 0'35. DO
s~W
$~[X)
$ 3.9s~. 00
$ '2>3, 53>~.CD
s \ 3 . 033.00
TOTAL BASE BID 5 q r-¡ I ~~ß", 00
.
$ ~1S00..0D
.. -.
Document 00350 - Hid Schedule
LS 9 Improvcme.nts
14.
~
8
8
Document 00430 - Major Subcontractors and Suppliers*
I.
Earthwork S au. p c.o('\ =r lîc...
Precast Structures _N\o. c....t L Dnc r e.. --\-C
Lifting Equipment S> O-.J.. P Lß)t"'\ -::r:- nc.....
Ductile Iron Pipe and Joints ll, S. .~, \ -\e.,(""
Ç',o\-\ec-
+=', \ -\e r
ç; \ ~ é
~\~
Lift Station and Wet Well Plumbing U.S. ~ì \ ~
Electrical tAm s.c-tt- Ë \ e..clf..\ c. 0.\
. 0
2.
3.
4.
5.
l 1 .c;..
U.S
U.~.
U.~.
Valves
6.
Fittings
7.
Forcemain
8.
Watermain
9.
10.
11.
Concrete Work
12.
Curb & Gutter
13.
Paving
Limerock
~N_)~;~ ~ -: ~ ~".. c ì I¥'" , T<lC-o
DATE: II-ILl" .:JODO
*Must be submitted with BID
(b:\00430)o
(51130.013)
... 00 -.
17
Document 00430 - Major Subcontractors
LS 9 Improvements
.
8-
-,
8
Document 00481 - Public Entity Crimcs
TI-IIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER
AUTHORIZED TO ADMINISTER OATHS.
I.
This sworn statement is submitted with Bid, Proposal or Contract
2.
~-\.c.-N~n '1 -:r.N\pt~\J ~ fY) 'Cr\~~
\ ~ ~ \ ec. h C"\: c...l' ~~ I :I:"c-
[Nan.. or <"'i'y sllbmilli"g sworn 5I3IemClIII
Ve.
No. -5-U3a n, 3 L\~
This sworn statement is submitted by lJ...;.-;
whose business address is
and (if applicable) its Federal Employer Identification Number
(FEIN),
5£1- :,~~ a<6~S
. (If the entity has no FEIN, include the
3.
Social Security Number of the individual signing this sworn statement:
My name is \.((1}.( e ('\ s. ¥ \...\'¡¿ " i ~
relationship to the entity named abov~PI:e prin~R~~vt~
.)
and my
4.
I understand that a "public entity crime" as defined in Paragraph 287 .133( I )(g), Florida Statutes
means a violation of any state or federal law by a person with respect to and directly related to the
transaction of business with any public entity or with an agency or political subdivision of any other
state or with the United States, including, but not limited to, any bid or contract for goods or services
to be provided to any public entity or any agency or political subdivision of any other state or of the
United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation. -
5.
I understand that "convicted" or "conviction" as defined in Paragraph 287.133(I)(b), Florida Statutes.
means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of
guilt, in any federal or state trial court of record relating to charges brought by indictment or
infonnation after July I, 1989, as a result of a jury verdict, nonjury trail, or entry of a plea of guilty
or nolo contendere. -
.. 0..-'
6.
I understand that an "affiliate" as dermed in Paragraph 287.133(I)(a), Florida Statutes. means:
1.
A predecessor o~ successor of a person convicted of a public entity crime: or
An entity under the control of any natural person who is active in the management of the
entity and who has been convicted of a public entity crime. The tenn "affiliate" includes
those officers, directors, executives, partners, shareholders, employees, members, and agents
who are active in the management of an affiliate. The ownership by one person of shares
constituting a controlling interest in another person, or a .pooling of equipment or income
among persons when not for fair market value under an ann's length agreement, shall be a
prima facie case that one person controls another person. A person who knowingly enters
into a joint venture with a person who has been convicted of a public entity crime in Florida
during the preceding 36 months shall be c;:onsidered an affiliate.
2.
7.
1 understand that a "person" as defined in Paragraph 287.133(l)(e), Florida Statutes, means any
natural person or entity organized under the laws of any state or. of the Untied States with the legal
power to enter into a binding contract and which bids or applies "to bid on contracts for the provision
of goods or services let by a public entity, or which otherwise transacts or applies to transact business
(b:\Public)
(51130.013)
Document 00481 - Public Entity Crimes
LS 9 Improvements
18
8
8
with a public entity. The term "person" includes those oflïcers, directors, executives, partners,
shareholders, employees, members, and agents who are active in management of an entity.
8.
Based on information and belief, the statement which I have marked below is true in n:lation to the
entity submitting this sworn statement. [Please indicate which statement applies].
X Neither the entity submitting this sworn statement, nor any officers, directors, executives,
partners, shareholders, employees, members, or agents who are active in management of the
entity, nor any affiliate of the entity have been charged with and convicted of a public entity
crime subsequent to July I, 1989.
The entity submitting this sworn statement, or one or more of the officers, directors,
executives, partners, shareholders, employees, members, or agents who are active in
management of the entity, or an affiliate of the entity has been charged with and convicted
of a public entity crime subsequent to July I, 1989, AND [Please indicate which additional
statement applies.]
There has been a proceeding concerning the conviction before a hearing officer of the State
of Florida, Division of Administrative Hearings. The final order entered by the hearing
officer did not place the person or affiliate on the convicted vendor list. [Please attach a
copy of the final order.]
The person or affiliate was placed on the convicted vendor list. There has been a
subsequent proceeding before a he'aring officer of the State of Florida, Division of
Administrative Hearings,. The final order entered by the hearing officer determined that it
was in the public interest to remove the person or affiliate from the convicted vendor list.
[Please attach a copy of the final order.]
@$.
The person or affiliate has not been placed on the convicted vendor list. [Please describe any
action taken by or pending with the Department of General Services.]
STATE OF FLORIDA
COUNTY OF LAKE
...-.
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
~ J1. ?u~.Ý I '.s who, aft.s:r first being sworn by me, affixed his/her signature in the space
provided above on this day of ~¡I". , 20p.Z> --'- j'.L/' /- ..A~
~ L /\~~- "'..., .."".¡..v /To' ....,. .
#¡ ~
N~ PUBLIC
~ð/1,.A¡t!, .#- ku:~~
My commission expires:
tJA't Þ(J OFfICIAL NOTARY SEAL
0" jp" .lEN/FER H LOUER
~ .. C' CO-..oN IlUIIIIII
; J CC734190
71- ~ MY COMMISSION EXPIŒ8
OF F\.O MAY 8,2002
(b:\Public)
(51130.013)
19
Document 00481 - Public Entity Crimes
LS 9 Improvements
8
8
--.---------
Document 00485 - Trcllch Safety Statement
ßidder acknowledges that included in the various items of the proposal and in the Total ßid Price are costs
for complying with the Trench Safety Act, F.S. 553 - Part VI. The bidder further identifies the cost of
compliance with the applicable trench safety standards as follows:
Trench Safety
Measure
(DescriPtion)
Units of Unit Unit Extended Cost
Measure Quantity Cost
(LF. SF)
LF" ,SD 3.CP 450.00
A.S'D.pø{). ~I'&e~
B.
C.
D.
-
TOTAL
$ '-150. 00
NOTE: The total cost shown herein is already included in the various items in the Total Bid Price in the
Contractor's Proposal and is not additional to the pricing shown on the Bid Fonn.
Bidder by signature below, assures that the contractor perfonrung trench excavating wiII comply with the
applicable Trench Safety Standards. Failure to complete the above and submit with the Bid Fonn along with
other required bidding documents, may result in the bid being declared non-responsive.
NOTE: BEFORE EXECUTION, CONTRACTOR IS REQUESTED TO REVIEW PAGE 2 OF THIS
STATEMENT.
I'
Submitted, signed and sealed this fi day of Nov E't"Y\bl"'l"'. 2000.
~~ \: ~ \e.r 'n", ~ co t ~ ~ . :me..
~;n~1I11..> .1(. RL.:..... 11 p.s
Name Title
lo~r') ~c9h:1r A\I{I UYv\Iî~\\Q,ç::\.. 3';).115'1
Business A ess
.. ...-.
H.
Seal
(b:\trench)
(51130.013)
20
Document 00485 - Trench Safety Statement
LS 9 Improvements
I
I
I
8
It
----~-~~b57~---------------------------------------~--~~~-~~~~
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/' ,..,..iIJt)¡.,-:...,.. ""11......" H~\I1,""~ "".'."',"",--o;¡¡...' "c'_',"' . ',",,' I". .
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! . .,<-.,. - ," , ,,' . , , ' -. ,..". >
The UNOERGROUND'~~UJILITY'" ~~E)(CAVATION CONTRACTOR"
Named below,: I S'~ CER fI:F.I E 0;,,/'\ ;..:.;: ,,:--_!"(:¡.
Under the provisiíllis of Chaøtef$ 489 """:i<--"" FS. 'i;~h' '~í
Expiration date: AtJG 31.-; 2002 i
",'" "~1 ~\
.,",,>
PUR VIS, HENRY' SCOTT
UTILITY TECHNICIANS
630 GOODBAR AVE
UMA TIlLA'
.., 'I
"
,=t '32784'
J
JEB BUSH
GOV:=RNOR
DISPLAY AS REQUIRED BY LAW
CYNTHIA 'A. HENDERSON
SECRE TARY
,- -... - ---~ ..."'......;--- -......... -'- ":-""'_..:'--"-'~';"~ - --":' -... ~..;,... ...,..."......,-':"';-", ..""'...; ~ .............-...,,"':,-,........~_._._,.... -'.-'- ....-..
i.-Aè# 5575039 ." ,..-'¡.r . STATE OF FLoRIDA ", "'" ,:,' . ",' "'.,
I.. DEPARTMENT OF BUSINESS AND' PROFESSI'oNAL:- REGULATION ';>;,
CON~T INDUSTRY LICENSINQ BOARD'
, ~
LICENSE NBR "",
Ö,,6/22/19~~ 9"E!!,9Ö~?~~~. ~,qBii~:OO~P!,'~9.".-'
~ The . BU9:tNESg:,bRGÄN'ÍZAT'ÌON~'-' . -"-~-,; 74;'-"
. Named below" IS QUALIFIED.':".' ,-'~ ~'h;,1
Under the provisions of Chapter" 489 - FS. '" ,-.'
Expiration date: AUG 31, 2001 ,
(THIS IS NOT A LICENSE TO PERFORM
COMPANY TO DO BUSINESS ONLY IF IT
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WORK. THIS ALLOWS THE
HAS A QUALIFIER,) ..
"
UTILITY TECHNICIANS INC
630 GOODBAR AVE
'JMATILLA FL 32ï84
JEB BUSH
GOVERNOR
DISPLAY AS REQUIRED BY LAW
CYNTHIA A. HENDERSON
SECRETARY
. Ser.t by: BROWN&BROWN J INC.
8
3527879922;
11/13!OC ~1P~;J~#89j Page 1/1
ACORD ~!:!'( IIFICAT-E OF LIABILITY INSURANCE DATE IJotMIDCIVY
~ . 1l/13/l000
PlIOOuçiR (152)717-2431 FAX I !'IllS ....", ,u.-
BROWN ~ND aROWN, IN( ONLY ~D CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIPICATE DOES NOT AMEND, EXTEND OR
10~3 w. Pixie Ave. ~LTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P.O. BolC 491616 INSURERS AFFORDING COVERAGE
~ee$Þwrø. Fl Ji1+9-163.
INSURED Uti1 it)' Techn;c;ans. Inc. INSURER A: Westfield Coldlun;u
IBO Goodbar 4ve. INSl.RER~.
Umillt;11a, Fl 3271+ ~SlJ'(èR c:
lN$URiR 0:
I INSUREI¡ E:
COV£AAGES
E CI OF INSUt4NCE LISTED BELOW tiA\ie BeEN ISSUED TO THE INSURI!O NAMED ABOVE FOR THE POLICy PERiOD iNDICATED. ANDING
AN'( REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT "IIITH RéSPECl TO WHICH THIS ceRTIFICATE MAY ee ISSUED OR
MAY peRTAIN. THE INSURANCf AFIIORDI!D BY TtE POLICIES DESCRIBeo l'1ëREIN IS SUBJECT TO ALL THE TERMS. EXCl-USIONS AND CONDITIONS OF SUCH
POLICIES. AGGReGATE LIMITS SHOWN M~Y HAVE BeeN RE¡)UCED BY FAlO CLAIMS.
LTR
""I'~ Of' INSURAHCE
GEHEIUL w.II1LITY
X COMMERCIAL G£NêAAL LIABILITY
C1.AIMS I.I.+.DE m OCCUR
WP3941151
POLICY "~It
DAn IMMID:>rfY
05/01/2001
CATt: !M..,DNY'
05/01/2000
UMIT'
EACH OCCURRENCE S
FIRE DAMAGe !Allyone fil'o) S
",'eo EX!' (My one øerson\ $
PEI<SONAL & ADV INJURY I
œN£~ .f.GGREGATf $
P::IDCUGTS . COMPIOP AGG $
A
C:>1A8INEO $INGl.E U..IT
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$
a.JDIL.., INJURY
(1'.. peracn)
$
IIOÞIL Y IH.lURY
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s
PRDPERTY OAIoIACE
IFet accldtnl)
,
GAr:.\GE LIAIIIUTY
AHY AUTO
AUTO OM. Y . ell ACCIDENT I
OTHER TI4AN EA.ccC $
AUTO ON. 'f'; AGO S
I!ACH OCCURRENCE $
ACCREGATE S
I
$
S
ÐCCE$S LIA.IUn
OCCUR D CLAINS I.tADE
DEDUCTIBLE
ReTÐlTION
,
WOIUŒR& COMPENSA 11OH ANO
EMPLO'fERS" UAell.nv
A
OTHER WP394IHl
cased/rented equip. S
.000 5chedu1e
05/08/2001
S
E.L. OIs&J.SE. "EMPLO'Æ S
L. DISUSE. POI.!CY LIHIT I
Spec;.1 'or~ inc1~ding
S2S0 dedu:t;ble
05/0&/2000
DESCRIPTION DF OPERATIDN&I\.OCAT1OH$N!MICLE$ll!lCÇlUIìICNS AÞOIiP D'I' iN~iiiEaille"TISPECIAL PROI/ISIONS
.x '351-669-6017
ADDITIONAL INSURED: INSURER UTTEA
I
I
IlHØULD Ath OF TIE AeaVE CE9CRIRED POUCIES a¡ CANeELLED BEFORE THE
',IPIRATION DATi THEREOF. THE ISSUING CCI4"..~". WlLLENDf.AVQR TO MAIL
~,~- 0..15 W ¡ITIE~ None:: m "'* CE~T"':C"'re ..01 ~F" "..\6~" ." ""~ I ~.,..
C;ty of C1er80nt
1 We.tO81. Plc&A
Chrmont:. Fl unl
ðUT FAlLUIIE TO "'AU. SUCH NOTICE SHALL llIl'OSf NO OBLIGATION OR LlJ.91UTY
larr
Mo e'OOIlIS
1.000,000
100,000
5.000
¡,OOO,OOO
2,000,000
2.000,000
the ft
11/13/213138
14: 13
8
3523838764
MERRILL INS GROU?t
PAGE
Bl/e1
~.. CERTIFICATE OF LIABILITY INSURANCE I DATI (MM,OOM
11/08/2000
MODUCIA THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
MEaaUL IICSUIWICE _UP. lie. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
1209 I. DOIIIIELLY STRUT HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
P. O. BOX '7 ALTER THE COVERAO& AFFORDED BY THe POLICIES BELOW.
MOUlT DOIIA FL 3~7H-OO.7 INSURERS AffORDING COVERAGE
35%-383-4147
INSURED UTILITY TECHNICIANS INSURER A: ze ItISUIWICE CCINPANY
130 GOCœAR AVDlUE IJllSURER B: .IICAN DlPLOYEY INSURANCE COMPAIIY
...11 Lt.A FL 327 84 ,INGURERC:
3&2-58'-"19
INSURER 0:
I INI;URfRf:
COVERAGES
THE POLICIES OF INSURANCE USTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICAreD. NOTWITHSTANDING
APN REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HfREIN 16 SUBJeCT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIes. AOGÆ~TE UMIT6 SHOWN MAY HAve BEEN REDUCED BY PAID CtAIMS.
1m' MI QIIIN8UIWICI! POUCV NUIlID ~ POucy IEXPIIUo UIlITi
.!!.1If1W.UAW1't EACH OCCURREloIœ .
COMMeAaAL OENEPAL UABlU1Y FIFtE DAMA3E lMy one lire) .
I CLAIMS MADE 0 OCCUR ' MeD exp !AnY one perIIOn)
.
- ~NAL a /DtIINJUAV .
- GENeRAL AGBFleCIA Te .
~'l AOQAEQATE UMIT n PØt I PRODUCTS . COMP,oP AOO .
POUCY n ~ ¡ lOO
.,!!!TOIIOIILI LlAlllUTY I COMBINeD SINGLE UWT . 500.000
..!. ANY I\U'TO lEa acc:1d8rIt)
- ALL OWNeD Þ.UTOSI 1IO0lLY IN.J.JAY
(Per pnøI) .
- 8CHEDUlIP IUJTCI
B ..!. HlÆD NJTC5 AZAXO738S 5 12/17/111119 12/1712000 IIODILY fUJR'(
.
..!. NON~I!D AUTCIS (Per lGOidelll
,
- I'ACI'eATY 0AMAQf .
(Per acc:1cIenI)
~AAGI LlA8UN AUTOO~Y.eAACCIDI!NT .
ANY ALJ10 OTHeR THAN E4AOC.
AUTO ONLY: ABO .
DCI!88 UA8IUTY EACH OCCURReNCe .. .
:J'CCCUA 0 CLAIMS ~ AQQREOA TE S
yo' i
=1œ~ I
Ae1ENTION . .
WOAICiAI COIiPEliIA 11QI DD X I TORY LMITIi I 10m.
1W8LØVER8' I.MIIILI'IV I!.L !AQi ACODfNT . 100,000
A 1117000012974100 01/01/2000 01/01/2001 E.L Dt8eA8E . EA eMPLOYa . 100.000
I E.L DlSPA9E . POUOY UMIT . 500,000
0tH1A ¡
OUCN,noll O' OPIAA T1QNI.U)CA T1ONIIIYÐIlœl8llXCLUSIONI ADDIO 8V ENDOAaEMfNTlIN'fCIAL f'IIQYI8IONI
WATIR I SEWER SPECIALTY COtITRACTOR
30 DAY¡ IlaTICE Of CANCELLATIOII OM WORICERS éoMPEHSAnOH
CERTIFICATE HOLDER I ! ADOITIONAL INIURED¡ INIUII!A I£mR: CANCELLATION
em OF CLERMONT lHOULD AMY 01 THe ~IIOW DISCRI8B1I1OUCIElH CA_I.LED 8UOQ TNE &¡gI\IIATION
1 WaNT! PWA DATI THIAIOF, Till 18811110 INSUREII WILL INOEAYOA TO MAIL - QA 'WI WRI TT&II
CLERMOIT fL 34111 NOTICI TO tHl C&ATlFlCA 1£ HOLDER HAMID TO THE Loin, BUT FAiWAII TO DO 80 SHALL
IUPOU NO 08UGATIOH Oil UAIIUTT (w MY KIND UPON THIIN&UAIA. IT' "GIIITI OR
A8PAUiNTATIYfL
I AUTMOAZEO RD'lIfKNTATIVIQ ~ ..L;- ~-~ #~ ./
ACORD 25-5 (7187) ¡Y eACORD CORPORATION 1888
'"
, :
8
8
AGREEMENT
THIS AGREEMENT made this 9 day of Auqust ,2000
by and between City of Clermont
hereinafter called "OWNER" and MERIDITH ENVIRONMENTAL SERVICES,
INC. doing business as (an individual), or
(a partnership), or (a corporation) hereinafter called "CONTRACTOR".
WiTNESSETH: That for and in consideration of the payments
and agreements hereinafter mentioned:
Article 1: The CONTRACTOR will commence and complete the
project of Cemetery Irriqation Pump and 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) calendar days after the
date of the NOTICE TO PROCEED and will complete the same
within forty-five (45) 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
($ ) 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 ELEVEN THOUSAND, THREE
HUNDERD, NINETY-FIVE DOLLARS AND NINETY-FIVE CENTS
($11,395.95) .
15
..
.. .
8
8
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 ~hall be binding upon all parties hereto
and their respecti ve heir, executors, administrator,
successors, and assigns.
16
-,.
8
8
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
Clermont, FL
34712
BY:
TITLE:
Wayne Saunders
Please type
City Manaqer
NAME:
(SEAL)
~~
NAME: Joe n Zlle
TITLE:
Finance Director
BY:
NAME:
TITLE: President
(SEAL)
ATTEST:
l ~ ---i--
~ e-~ ~
NAME:
Hershel Scott
Please type
TITLE: Vice President
17
8
8
SPECIFICATIONS
FOR
OAK HILL CEMETERY
IRRIGATION SUBMERSIBLE PUMP AND PUMP 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 Condi tions
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: """"""""""""""""" ......_.....150 Gallons per minute
Design head: ..........................,....... ................... ....... .250 Feet total dynamic
Minimum pump efficiency of: ...................75.3 Precent
Maximum allowable speed: .....-................ 3450 RPM
Liquid to be pumped: """""."."."."".. ....... . Wa ter
Pump bowl setting: ........................................ . .126 Feet
Well diameter I. D. .................................. ."" 6 Inches
head (TDH)
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 bOt.'h:
Gh.:1l1 haTJo T:itra glaEs lined '..'.:lteruays for maximum efficiency an '.lear
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
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 CI045
steel.
:>t;.l.. ~"L<ë PEa.
~&JP~. ,
ï /12/00 ,..-->
20
5.
6.
7.
8
8
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
ASTM A582 Type 416
shall
be
constructed
from
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.
Column Pipe
The column pipe shall be 3 inch schedule 40 galvanized steel pipe in 21
feet lengths, to a depth of 126 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.
Submersible Cable
Pump cable shall be sized 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 20 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.
S1]œersible Surface Plate and Well Seal
Cut excess 6" steel casing to a suitable length above 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.
21
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
8
8
Submersible Electric MOtor
The motor shall be a heavy duty canned type wound of NEMA design for
4",6" and 8" motors, 3,600 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
suitable for use on a 230 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.
Well Bead Pad
Install a minimum 3' X 3" x 4",
well and at ground level.
2500 PSI Concrete pad centered on the
Raw Water Tap
Install a non-threaded, brass, raw water tap on the well discharge pipe
before any valves
~ \\~ Ci-lA.I'L'EO 8'-1 AOQer-lDul'11:Þ- ( ,t 12/00
Check Valve .::1
Install a @ inch Flow-matic check valve or approved equal.
Pressure Relief Valve
Install a 2 inch MacDonald pressure relief valve or approved equal.
Gate Valve
Install a 3 inch gate valve.
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' 4",
2500PSI concrete pad.
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 Florida Power for underground 240 volt,
phase service to the meter.
3
Pump
A.
Control panel and box
Control box shall be steel, 3 NEMA rating mounted on rack with
power service meter and disconnect.
Mount inside control box on panel
0 main breaker
0 phase moni tor
0 size 2 ESP furnace pump starter with heater switches
0 H.O.A. switch
0 Lightning protection
B.
Pressure demand Switch
Install a system pressure demand switch and pressure gauge to operate
the submersible pump.
22
18.
19.
20.
21.
22.
23.
8
8
Irriqation Contro1 With Rain Sensor
Mount the existing irrigation controller with rain sensor on the
rack, connect to 120 volt power and reconnect irrigation zone wires.
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.
Testinq
The Public Service Director and Contractor will pump test the systems
equipment and controls by simulating pumping conditions of 250 feet
(TDH) at 150 gallons per minute.
Site C1eaninq
Contractor shall keep site clean of debris at all times.
clean at final completion of project.
Site shall
Permittinq
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.
Submitta1s
Bidders shall submit with bids submittals for equipment used as or
Equa1s.
23
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-- --- - ----- - - ---.. - -..------------ - -_.e._-------- ---------------- ------8-------------- --- ---- --.. - .'~.. . -..
Goulds P~mps
MéHk Rp.l1ó
Curva:
3047
Design Point:
Flow: 150 US gpm
Head: 250 ft
TURBINE - 3600
Speed: 3450 rpm
LImits: Temperature: --- of
Pressure: 480 pSlg
Specific Speed: Ns: .--
Pump:
Dimonsions:
Suction: --- in
PUMP DATA SHEET
Goulds Turbine 60 Hz
Goulds Turbine ~ump Selection var: 6.00~' .
02/21/00 I
Selection nIe:~ (untitled)
Catalog: TU B60.MPC v 1.5.0a
Fluid: Water Temperatu e: 60 OF
SG: 1
Viscosity: 1'122 cP
Vapor pres ure: 0.2568 psia
Atm pre6s re: 14.7 psio
System: ---I
Suction: u- in
Discharge: --- in
Size: 5CHC: (5 stages)
Dia: 3.72 in
Sphere size: 0.22 in
Power: -- bhp
NS9: .-
NPSHa: ~.- "
Piping:
Discharge: --- in
Vertical Turbinø:
Bowl Dia: 5.13 in Max Lateral: 0.25 in
Thrust K Factor' 1 2
Motor:
Consult vendor
.--_u-..-----'
---- Oat:! Point ----
Flow: 150 US gpm
HMd' 205 ft
En ;'53%
Power 13.3 bhp
NPSHr. 13.4 ft
-. Design Curve -
Shutoff H9ad: 305 ft
Pressure: 132 PSlg
Min Flow - US gpm
BEP: 75.3% eff
@ 148 US gpm
NOL Pwr: 15.2 bhp
@ 218 US gpm
.- Max Curve --
Max Pwr. 15.2 bhp
@ 218 US gpm
Suction Size-4" Discharge Sizea-3",4
ft
400 ---
320 9:-1-2..--1-
i %eff
I
~+-- 90
I
I
160
16 b
h
8 P
-~.. --
eo
240 .
70
-'----
----
.~ 60
80
50.
:
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---:--=.~----
40
-------
---
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i
:
: -~-
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. ------
-
225
t
US gpm
25
50
75
100
12
'150
-- PERFORMANCE EVALUATION -.
Flow Speed Head Pump Power NPSHr Motor Motor Hrsf)1r Cost
US gpm rpm ft %eff bhp ft %eff hp IkW
180 3450 235 73.1 14.6 15.4
150 3450 265 75.3 13.3 13.4
120 3450 285 74.1 11.6 11.8
90 3450 295 68 9.82 10.5
60 3450 299 53.5 8.48 10
8
8
'.
." .
.
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.
lGR-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-5 SAFETY
It shall be the responsibility of the Contractor to insu~e 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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IGR-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 begin before 7 a.m. and shall end at 6:00 p.m.
IGR-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
di vert 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 shall be well built and designed so as not to
be blown over by the wind.
IGR-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.
27
8
8
o. .
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.
lGR-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 utili ties. 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.
lGR-1O 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.
lGR-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.
28
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f
IGR-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 wi th the requirements of the Florida Department of
Transportation and Lake County, Florida, within 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.
IGR-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 ordinances 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.
IGR-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.
IGR-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.
IGR-16 LICENSING
The Contractor and all subcontractors shall be properly licensed in the
State of Florida.
IGR-17
PAYMENT
The City shall inspect said work and recommend payment.
Lump sum payment shall be made within 30 days after receiving final
Release of Lien.
29
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