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RESOLUTION ACCEPTING THE BID OF ED RICKE &
S(SNS4 INC., AND LARRY RICKE, JAMES RICKE, AS
A JOINT VENTURE, IN THE AMOUNT OF $2,108,000
FOR CONSTRUCTION OF THE HEAVY EQUIPMENT SERVICE
FACILITY - MAINTENANCE BUILDING, USING UNALLOCA-
TED FUNDS AND ALLOCATED BUT NOT EXPENDED FUNDS
THEREFOR FROM FUNDS PREVIOUSLY APPROPRIATED FOR
THIS PROJECT UNDER ORDINANCE NO. 8669, ADOPTED
JULY 14, 1977, AS WELL AS USING REIMBURSEMENT
FUNDS FOR THE COST OF RELOCATION OF THE
POLICE DEPARTMENT AUTO POUND FROM MIAMI MODERN
POLICE DEPARTMENT BOND FUNDS, AND AUTHORIZING
THE CITY MANAGER TO EXECUTE A CONTRACT FOR
THE CONSTRUCTION OF SAID BUILDING WITH SAID
SUCCESSFUL BIDDER.
WHEREAS, sealed bids were received on September lS
i917 for the construction of the Heavy Equipment Service
Facility - Maintenance Building; and
WHEREAS, the City Manager reports that the $2,108,000
d of Ed Ricke & Sons, Inc., and Larry Ricke, James Ricke, as
Joint Venture, is the lowest responsible bid received and recom-
mends with the concurrence of the consulting firm of Morton/
Wolfbert/Alvarez/Taracido/Seiglie & Frese that a contract be
awarded to said firm; and
WHEREAS, $1,748,105.14 is remaining in the unallocated
accounts appropriated by Ordinance #8669, adopted July 14, 1977,
from the $2,710,050 Grant received from the U.S. Department of
Commerce for this project; and "DOCUMENT INDEX
f �A pp''rr�� ti, / 11
WHEREAS, the sources of funding lTtieremaining sum of
$359,894.86 are those previously allocated funds that will not
be needed for contracts already let under the Federal Grant for
this overall project and those monies available by way of reim-
bursement for the relocation of the Police Department Auto Pound
from the Miami Modern Police Department Bond Funds;
NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE
CITY OF MIAMI, FLORIDA:
CITY COMMISSION
MEETING OF
OCT 1 3 1977
weauffe +a .....................
anima,,.,...... .................
eetio 1.'1, the August 21, 10, bid df Ed Rieke &
s, IHot 0 and tatty Ricke, Janes lticke, as a Joint VentUte0
h the amount of $2,108,000 for the construction of the Heavy
quipinent Service Facility Maintenance Building project IS
hereby accepted.
Section 2. Funds for this project ate hereby allocated
froth unallocated funds appropriated under Ordinance No. 8669,
adopted July 14, 1977, and from allocated funds presently avail-
able for reallocation which were appropriated under Ordinance
No. 8669 and from reimbursement funds for the cost of the reloca-
tion of the Police Department Auto Pound from Miami Modern.Police
..
Department Bond Funds.
Section 3. The City Manager is hereby authorized.. to
enter into a contract on behalf of the City of Miami with Ed Ricke
& Sons, Inc., and Larry Ricke, James Ricke, as a Joint Venture, for
the construction of the Heavy Equipment Service Facility. -,Main-
tenance Building.
PASSED AND ADOPTED this day of October, 1977.
s,.._"'ATTEST :
RALPH G. ONGIE,
CITY CLERK
PREPARED ANI) APPROVED BY:
ROBERT F. CLARK
ASSISTANT CITY ATTORNEY
MAURICE A. FERRE, M A
APPROVE ,AS TO FORM AND CORRECTNESS;
GEORGE F KNOX, JR,
CITY ATT NEY
�r7� 801
i
•
'1? OCT 4 p 4 3 : 2'
ioseph Re Grassie
City Manager
William Ee Parkes, Director
Department of Public Works
October 4, 1977
B,-2717
Heavy Equipment Service Facility -
"' Maintenance Building=Bid Award
Recommendation
Bid Tabulation Sheet
On September 21, 1977, after appropriate advertising, bids were
received by the City Clerk from six firms for the EDA funded grant
project for the construction of a Heavy Equipment Service Facility -
Maintenance Building (2nd Bidding). The bid of Ed Ricke & Sons, Inc.
and Larry Ricke, James Ricke, as a Joint Venture, in the amount of
$2,102,000 was the low bid received (bid tabulation attached).
The City Commission, by Ordinance #2669, appropriated the $2,710,050
grant funds received from the U. S. Department of Commerce for this
project. There remains from this appropriation $1,748,105.14 unal-
located. It is anticipated that there will be available unspent
amounts from the construction contracts for the Heavy Equipment
Service Facility - Fueling Facility ($431,000); Auto Pound Relocation
($286,786); and Site Preparation ($22,770); which were funded under
the H. E. S. F. EDA grant funds. These unspent funds will be available
from cash allowances and deductive alternate items not constructed.
These funds, coupled with reimbursements from the M. M. P. D. bond
funds for the relocation of the Police Department Auto Pound, if nec-
essary, will provide the balance of funds needed for the award of
this project.
Predicated upon the above, it is recommended that the City Commission
accept the bid of Ed Ricke & Sons, Inc., and Larry Ricke, James Ricke
as a Joint Venture, in the amount of $2,102,000 for the construction
of the Heavy Equipment Service Facility - Maintenance Building, and
that the City Manager be authorized to execute a contract with said
firm for the construction of this project.
e
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pao_k tCT NAM
PROJECT SCOPE
ESTIMATED
CONSTRUCTION
COST
DATE BIDS
RECEIVED
NUMBER OF BIDS RECEIVED 6
r z „_A +TAFtb _,P ACTt.,,SHEET
Fot' The City Manager
Heavy Equipment Service Facility
Maintenance Building (2nd Bidding)
The Construction of the Service Facility Eui1digi.
a Vehicle Washing Facility along with attendant
Landscaping and Parking Lots.
$1,900,000.00
September 21, 1
NAME OF LOW
BIDDER
AMOUNT OF
LOW BID
TOTAL FUNDS TO
BE ALLOCATED
LENGTH OF TIME
ALLOWED FOR
CONSTRUCTION
77
Ed Rieke & Sons, Inc .—'.
SOUR
CE ..Cc OF FTJ*iD..
$2,108,000.00
Form ?W #389 6/76
260 W.U.
Economic Development Grant
TABULATION OF BIDS FOR E04 Pao/e•Or ¢ ais.-,5/-0/066
h'z"/7VY f(X1//P,4,CN7 S[,PI//C F4C/L iry- AfRi rc/V4X/CF ,C "y1/.< 13/// -,
je )71. / G 77
City Monoger, City CIed
Receiired by the , City of Miorni, Florida at ;QCa P. M.
'ef,
Bidder
e-QieCle 4cm. �C.1Q1A
6111I
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K._[._Jl/�ce1_SCn
Ord.
Yes Y€S
es
Licensed fS Insured os Per City Code 3 Metro
yes
yes
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•7
/7Q/!
Bond Amount
5Vp
57
, !p
[Bid
Irreyulonhes
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Item
No.
DESCRIPTION
Unit
Price
Total
Unit i
Total
Price
Unit
Total
Price
Unit 1
Total
Price
Unit I
price Total
Unit
Price Total
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DISTRIBUTION:
IRREGULARITIES LEGEND
IT
RECOMMENDED'THAT__ CaNJ/Z 4 7 ,/3 e.
A _ No Power -of- Attorney _IS
B No Affidovit to Capitol & Surplus of Bonding Company
k'4___ V f o l NV v 0a, 6/�%%>6/t et; g1-ere0
- os _
C Corrected Extensions 46 j�NS. / /G +�/H I� A5.
_ i�N/__LI_ _,
tNC
D _ Proposal Unsigned or improperly Signed or No Corporate Seal Jo/ �GN_V 1� / TIP air2 1v�! ODO
1yT �1,_ � r1 ��J�Q f /
._
B -/vD pJY// Prr if:, id 4Hie vh iS BD
,VD 6/D DDAIZ ~!" Ji`+y777 - --- 76-! ! /` 41
G _ Improper Bid Bond o/e.
14eit roAi/woLF73E/2-4/42vAREZ/
H Corrected Bid
II Praposa/
. _ _
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1 _ 4 id i7G f ti s C. TA le 09C✓Oo1SB/6L/6 PaEfE ; e •. o .
_ Sub-co.td, O«uP, Lic. No /H /5 s/iuq i -- - -
Prep. By: CJr
✓- P c.j o",QI pi”e5 12-le,//,3-ac oe mfss�N/
FORM PW t3Cte 2 69 V- y 9
111111111111011
1
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CITY OF MIAMI, FLORIDA
REQUISITION rFQR
ADVERTMENti 1k BIDS
oti^ C
111
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C+ty
oty ��trfl -
DEPTIDIV Public Mork i
ACCOUNT CODE Project 11002446 Index 1'297291
BID NO. 76-77-114 DATE 8/22/77
PREPARED BY Joe Harris PHONE__ _6356
COCE
297291
ITEM DESCRIPTION
TOTAL
QUANTITY
UNIT AMT.
PRICE
HEAVY EQUIl ,ir.N7' SERVICE
PAC ILITY -,' 1/IA214 NANCE
BUILDING ( BIDDING)
g-.27 7—,7 (2n 1 Biddir
ESTIMATED COST :
CONTRACTUAL: $ 1:900, 000
Proj.F.,xp.11Y 209,000
INCIDENTAL : 2% $ ?i non
TOTAL
$ 2,147,000
APPROVED BY
QUANTITY REPRESENTS DEPARTMENT
REQUIREMENTS FOR MONTHS
BIDS TO BE SECURED FOR
HEAVY EQUIPMENT SERVICE
FACILITY *4AINTENANCE
BUILDING (gnu LIDDING)
FOR THE DEPARTMENT OF:
Public Works
ADVERTISE ON
August 25, 1977
BIDS TO BE RECEIVED ON
September 22, 1977
•d 02//
SOURCE OF FUNDS: U. Z. government — E.D.A.
DIRECTOR OF ISSUING DEPARTMENT
To be filled in by
EXPENDITURE CONTROL:
FUNDS AVAILABLE FOR PROJECT INVOLVED
PROJECT CODE DrLI.14%Y`
AD CODE
EXPENDITURE CONTROLLER
72
COPIES TO: Purchasing (O►g.) — City Manager — City Clerk—!?xpenditure Control — Issuing Department — Other Affected Department
WHITE GREEN PINK CANARY BLUE GOLDENROD
FORM NO 1C43- REV. 74
F=-
HPatry Equip p SPr Fari l i by 141a4-at ec
Building 2nd bidding
Public Works.
BIDDER
Ed Ricke & Sons
153 15 N.E. 21 Ave.
mom
N. —33
MEM
I1
IMO
Fryd Construction Corj
523 Michigan Ave.
Miami Beach Florida
Orlando Mendez, Inc.
2128 W. Flagier St.
Miami,Florida 33135
SEC Construction Corp.
�7 r f G=1' rj ,www
Sept. 21, 1977
DATE BIOS P.ECotIVED
TYPE OF SECURITY
$2,108,000.00
B.B. 57,
$2,229,000.00
B.B. 5%
$2,290,0000 00
B.B. 57
$2,200,000.00
222 Almeria Ave. B.B. 57
Coral Cables, Florida 33 34
Bartlett Construction Inc.
3315 N.W. Sough River Drive
Mlam1,}7iur last 33142
H.J. Jefferson & Bros Const.
1886 N.W. 34th Street
Miami,Florida 33142
$2,129,000.00
5'/:
Inc. $2,300,000.00
Bid Bond ?
Received the above decribzd checks thi
AMOUNT
FOR
ACCOUNTING
USE
-4;
day of: 19
FOR ACCOUNTING DIVISION
i
c
BID SECURITY
HEAVY EQUIPMENT SERVICE FACILITY - MAINTENANCHATE BIDS RECEIVED
BLDG. BID NO. 764i-91
Public Works Dept - F'xt 6856
July 25, 977
AMOUNT
FOR
ACCOUNTING
USE
BIDDER
TYPE OF SECURITY
ORI.ANT]O MFNDFZ, TNl.
2128 W. Flagler St.
Miami, Floriad 33135
Total Bid --
$2,774,000.00
BEC CONSTRUCTION CORP.
222 Almeria AVenue
Coral Gables, Fla.
Total Bid --
$2,855,000.00
R4ETT CONSTRUCTION,INC.
_B
3315 N.W. South River Drive
Miami, Florida 33142
Total Bid --
$2,829,000.001
CONSTRICTION INC.
_RFNFL
2500 N. Federal Highway
Ft. Lauderdale, Fla. 33305
Total Bid --
$2,854.000.00
(
(4)
AVANT CONSTRUCTION CO.,,INC.
iY
360 N.W. 27th AVenue
Miami, Florida 33135
Total Bid --
$2,886,000.00
M.R. HARRISON CONSTRUCTION ,CORP.
;.
1000 N.W. 54th Street
Miami, Florida 33127
,
Total Bid
-- $2,899,000.00
J
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OA
2c
• ;1'> '"^'? tl "I '71_, -34 37-25 1 3 '4?
• ,..T5 15'5t1 ;37c_1;7711nn'?)
• I , f� ; '• . ; 17 , ^ L'7
r•• r r I T' nr• •,T 11 7 Tr3 ,•+
'•'l.. 771'
n -•tr 'I . 1'1 I "''`7'1T 7:.0 T LI T! ;a,I .,T -.� ;,i,.r, nI ^,r= r.1 1 TY rin*a
1'7-^
)(2-<5?1`55512.47)')'1 37f2S'77 725
RECEIVED
Jr'
4%46 Fr1 I : 311
C1:
�^ L.'':TT r n•l ,T 1^ TI rti•r I "^ rm...1-�"T; Tn ;'tr1 -,c4 •1•31ElT�al;.j= ; -••.t1 r•t7 Ff ?
:TI'1'1 OF..'1Y oI D� 'It '1I TTTrti Tnn:,Y T,: ra 1 n 1'Tr: nc ^I n TI'1v
••1' ,'11',=; ^I171 I , 'PIT? ';TLY ;rtn ,I1, T' ,,...•)1./ ,I r:I L(c.1
TI'1 rn PJT?Li' n�,'I�Tn'J Tt''� r'IO T?-')JI l^P•.:'TIrr. n
.TY I n I . - ITRARY ttn •1•'L;:l.RT'JL 'PT! 11_,A741..' ?.77lnTl ,I'►''R
,'. •,r;• ,..1r1T 27-11•11TT"T} Tn rl''t,JrC,T
r TLrTT ^' n''t TI? 1 TI " 1 I *1 tW P1 r; 1-1 R r* r Y:•,PT^9I T'S ATTnTR,117Y
ITT.. 1-11 1 I^..'r,. Tt .ram "I.•'I -T... 17111
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DEPT I DIV r ub 11 e ',Iorltri
tn ACCOUNT CODE Pro.lect ;',01;)14V.;_i Inrlex ne"c-.471,11
BID NO. 7:- —77-.`a
PREPARED BY '7C-1C-' 1 'rirri'l PHONE .._:121 _-.2"(-12__
Z
OE
OF NOW:FLORIDA
REQUISITION FOR
ADVERTISEMENT FOR BIDS
J
CODS
QUANTITY REPRESENTS DEPARTMENT
REQUIREMENTS FOR MONTHS
ITEM DESCRIPTION
1
-to
TOTAL
ESTIMATED COST :
CONTRACTUAL:
INCIDENTAL : . $
TOTAL
SCURCE OF FUNDS:
$
0, •
Tu I,( filled in by
EXPENDITURE CONTROL:
AMT.
APPROVED BY:
BIDS TO BE SECURED FOR
-*AC T1:1727. -•
1.
FOR THE DEPARTMENT OF:
PIP li(! Jor:s
ADVERTISE ON
‘7,11.! 7,2 17:77
BIDS TO BE RECEIVED ON
*NIS' 27), 1)77
-7.
a -
r .1! -71railt;
A
DIRECTOR OF ISSUING DEPARTMENT
FUNDS AVAILABLE FOR PROJECT INVOLVED
PROJECT CODE a o.tyv 7
To: Purchasing (Org.) — City Manager — City Clerk —E*enditure Contml — Issuing Department — Other Affected
tiDzarrment
i-.1HWHITE
14 NO. 1043- REV 74 GREEN PINK CANARY BLUE
EXPENDITURE CONTROLLER
AD CODE_ .49 7.2 3y
•1111.1.,
EE
1Iiri Nov 7t>=r'7.a1
f,FI'i'TrSEMEt'1T FOES tiilli
gealed bids for construction of "HIEAVY EQUIPMENT E1ERVICE FACILI"'v =
MAINTENANCE BuhitTNO" will be received by the City Manager and the City
Clerk of The City of Minmi, Florida at ;':n0 P.T4, on the ;,r.;thclay of
July, 1977, in the City Clorl<i:; orrice First Floor or the Miami City Hall
3500 Pan American Drive, Dinner trey, Miami, Floridn 1411; at which time
and place they will ho pnbl icily onono l an1 road.
Briefly, t;hr, work ro(tuired for this projoct will be!
;ERVTCE I; ACTLTTv
Coot;ruin. a Heavy VehicltService of apf'rnximately 63,000
srlunre fact at N.W. 14th Avenue and N.W. ?0t,lt Street, Miami, Florida.
Construction shell include an aluminum sandwich panel roof system,
str nctaural steel, trusses, . open web :'t:P.' 1. ,Ioi^t. s, prey: t, concrete
fascia and wall sy,:t, m,concrete slab and foundations, concrete
masonry int,,rior walls, lighting system, HVAC r'ystem, n1nmbinr' system,
automotive renn i I' e'l'l t tmnt, hydraulic hoists, crane and monorail,
luhri.r..,tt;icon and service t'1 ni l dispensing units, c0mprer s c'd air :system,
machine :hop ' piiptnent, tiro removal and repair rquirment, paint spra,
booth, welding shop equipment, and miscellaneous automotive repair
edu inmel►t:. .
WASH FAr, TI•TT`'
Construct a Hcnvy Vehicle Wash Facility with CBS walls, concrete slab
and foundation;, met;n 1 roof deed; over steel joists and .struct;ur'1l
steel access catwalks, with associated electrical and niumbin r, work.
I,A!JPScAT'I11fi, SITE WORT:, F, ruitoNq I,°TS
Provide all :toed.i.1ar: landscaping including- sod, tree:', nncl shrubs.
Relocate earth fi 11 , compact to requirements and Eradr the entire
site prior t o the construction of a nhnit narking areas, access drives,
and retaining walls. 1'rov-i:le prtt•king lot surfacing, stripping, bumpers,
and rprivacyf � a ry walls. l s construct entry plann consisting of concrete
walkway and rc't.nininr° walls.
Should ;toy t.s'chn i en l quest; ions arise in the Mo i n enance 1�it i l cl i nc;
Mans alll :'hecifioattons, call i•ir. C. David Mort.°n of Morten'!Jolberr'/
Aiv ren/`I'arari(1o/5t?t'►';11e & Freer, (..'.onaultnnts, nt p5R-( )86.
A:, time is of the essence the Contractor must: show the ability
to begin tho wol'l< with on site labor prior to Sent., 1, 1077 and work
within the time :schedule ns indicated in the Specifications.
All bids shall be submitted in accordance with the instuctions
to Pidders and Specifications, Pinns and Specificntions may be
obtained from the Office of the Director, Department of Public Works,
3332 Pan Amorican Drive, Minmi, Florida, upon deposit of $190.00,
Deposit in refundablo to only thono Contrnetors who submit a bona
fide bid, nnd who roturn the nlann and SPocificationn in rood
condition and unmarked within Rn davn after bids hnve been received,
Sub -Contractors may ebtnin their particular nheets of the plans
for t,',On por sheet. Thin fee in not refundablo.
Specifications and Proposnl includes conditions related to time
and performnncr.
ln addition to ihoso monsuees l'•onirnctorn and :11bcontractors
will he required to comply with the nrovinionn of section 3
(rederal Rerulntions) which requiren all developers, contractors
and sub -contractors 0 reate fenniblo opportunities to emnloy and
train rosidenis in the nroa of the project; and rivo preference
in nub -contracting and purchaninr or materials to husinoss located
in or owned in substantial pirL by persons residing in the area or
the project.
No Bidder may withdrnwn his hid within .30 days after actual
date of the opening theroof, unless modified in Division 2 -
Special conditions of the Spec -Meat ions. The estimated construction
cost of the Maintennnco Ruilding is t,75(1,000 and is funded by a
Federn1 Economic Dovelopment qrnnt .
The City commission reserves the right lo waive any informality
In any bid, and the ,Ity Manager may reject any or all bids, and
re-ndvertine.
lir
tMV,OItT/1iri' ADDENDUM
CITY nV MIAMl, FLORIDA
t arttnet►t., of Pubi lc Works
ADDENDUM NO. 1
ISSUED
JULY 19 1977
To
��t)DIt CONTRACT if
� AND t� c oN IRACr DOCUMENTS td
�
HEAVY EQUIPMENT ,_,IaRVICE FACILITY
MAINTENANCE BUILDING
* * * * * * * * * * * * * * * * * * * * * * * * * * * `* `;:;' <'`..;;`: :;.
ALL $IDOERS ARE HEREBY NOTIFIED AS FOLLOWSt
CHANGE A: MAINTENANNICE BUILDING
Incorporate all changes as described on the attached
five (5) sheets submitted by Morton/Wolfberg/Alvarez/
Taracido/SeiF;lie & Frese July 19, 1977
THIS ADDENDUM IS AN ESSENTIAL PART OF THE CdIdTRACT DOCUMENTS
AND SHALL 13E MADE A PART THEREOF.
r
Morton / Wolfberg /Alvare2 /Taracido/Seiglie & Frese
Architecture/Engineering / Planning /Construction Management
C David Morton A I A .1 B D
David A Wolfherq A I A
Julio E Alvarez PE
Manuel E Taracido PE
Hector R Seiglie PE
Karl G Frese Jr PE
19 July 1977
Addendum #1 HEAVY EQUIPMENT SERVICE FACILItY -- MAINTENANCE BUILDING
CHANGE #1: Add Section 05540 Castings, to read as follows:
"Extruded aluminum stair tread nosings shall be provided at
all interior concrete stairs and on exterior Stair #2. Nosings
shall be similar to American Abrasive Metals Company Type 10-A,
mounted using expansion bolts and shields in accordance with
the manufacturer's recommendations."
Add to Paragraph 2.02 of Section 09680: "Pad weight shall be
40 oz."
Clarify Section 09900 Painting so that Paragraph 3.08 b is
bid to allow for selection of three (3) different colors for
use in painting the metal roof structure and exposed metal
deck in the Garage areas.
Modify Section 11550 Industrial Equipment so that legs shall
be Lyon Metal Products #2750 in lieu of that shown; and add
the following equipment schedule:
CHANGE #2:
CHANGE #3:
CHANGE #4:
CHANGE #5:
CHANGE #6:
CHANGE #7:
Rooln 128
Room 129
Room 131
Room 132
Room 132
Provide five (5) benches 5'-0" long.
Provide one (1) bench 6'-0" long.
Provide t.wn (2) benches 4'-0" long.
Provide four (4) benches 5'-0" long.
Provide two (2) benches 6'-0" long.
Modify Section 10670 Storage Shelving so that Baked Enamel
Finish will be acceptable as an alternate finish.
Relocate Section 15510 Sprinkler System from its position at
the end of Division 14 to the appropriate position in Division 15.
Modify Paragraph 2.01, Section 15510, to read as follows:
. bronze seat and rubhef• faced clapper . ..."
Page 1/5
2699 South Bayshore Drive/Coconut Grove, Florida 33133 /305-858-6086
1
•
IIIIIIIIII■
1
Morton/Wolfberg/Alvarez/ 'aracido/Seiglie & Frese
Architecture/ Engineering / Planning/Construction Management
C David Morton A I A ,I B D
David A Woltberq A I A
Julio E Alvarez P E
Manuel E Taracido PE
Hector R Sernlie PE.
Karl G Frese Jr P E
19 July 1977
Addendum #1 HEAVY EQUIPMENT SERVICE FACILITY
MAINTENANCE FACILITY
CHANGE # 8: Modify Paragraph 2.02, Section 15510, to read as follows:
" . . . bronze mounted, 175 psi water working pressure ...,"
CHANGE # 9 Delete Paragraph 2.03, Section 15510, and substitute the
following:
"Fire Department connection shall be polished brass, branded
Auto Sprkr, straight body. Standard Fire Equipment Division,
Model No. 229."
CHANGE #10: Delete Paragraph 2.04, Section 15510, and substitute the
following:
"Fire sprinkler heads shall be rough brass finish, UL and FM
approved, pendent or upright, as indicated on the drawings,
1/2" orifice, "K" factor of 5.65. Upright heads shall be Viking,
Standard upright, intermediate classification. Pendent heads
shall be Viking, Standard pendent, ordinary classification."
CHANGE #11: Section 15220 shall be modified as follows:
Delete the last sentence in 2.10 e, and add the following:
"Kwik Way Model 855 with Model FL boring bar mounted on EBF
boring fixture."
2• Modify Paragraph 2.10 f, to read as follows:
. setting fixture, CK-234 A gear set, GA-2125 dial bore
gage, CK-3120 guide shoe set, two each CK-3070 guide shoe sets,
two each CK-3035A master holders, two each, CK-3045A Master
holders, eighteen each EHU-133 and LHU-525 stones, six each
EHU-123 and EHU-518 stones."
Page 2/5
2699 South Bayshore Drive/Coconut Grove, Flor Ida 33133/ 305 -858- 6086
•
•
Morton/WoIfberg/Alvarez/Taracido/Seiglie & Frese
Architecture/ Engineering / Planning/Construction Management
C David Morton A I A ,I B D
David A Wnliberq Al A
Julio E Alvarez PE
Manuel E Tarar:trio F'E
Hector R Semite PE
Karl G Frese Jr P E
19 July 1977
Addendum #1 HEAVY EQUIPMENT SERVICE FACILITY i= MAINTENANCE 8UILOING
3, Modify Paragraph 2.10 g, to read as follows:
" . hone units, CH-36 Storage Rack, CRG-710 main bearing
grinder attachment, GR 245 dial bore gage, and CF 220A setting
Standard."
Modify Paragraph 2.10 j, to read as follows:
. Sunner LBB 1810, complete with CRF-500 ring set kit (1),
CR-2900 and CR-3100 complete boring mandrels for rod journal (1),
CRF-29 and CRF-31 ring sets (1), AG-340 guage point (1), CR-25
chamfering tool (1), CR-10 and CR-50B stones (10), LBN-10 and
LBN-64 piston pin fittings (1), 1PL-1375-1500-1625-1750- and
1875 connecting rod pin fittings (1), and PL-13 stones (6).
Provide one (1) each of connecting rod pin fittings of the
1PL- numbers shown."
5. Modify Paragraph 2.10 t, so that I•1odel CL 179E and CL 179H
units are each nrovided with a CB8050H cam lock spindle.
6. Modify Paragraph 2.10 v, to include "Buffalo size 0I1" in lieu
of that specified.
7, Modify Paragraph 2.10 bb, to allow for providing "Wellsaw
Model 1000 D" as an approved equal.
8. Add Paragraph 2.10 ii, to read as follows:
"Provide four (4) each, Guy Chart heavy duty anchor pots.
Model 1100'_''). "
CHANGE #12: Add Paragraph 3.11 to Section 16120, to read as follows:
"A11 splices at pull boxes in wet locations shall be watertight
and the insulation achieved shall be at least equal to that of
the conductors."
Page 3/5
2699 South Bayshore Drive/Coconut Grove, Florida 33133/305-858-6086
Morton/Woltberg/Alvarez/l'eracido/Seiglie & Frese
Architecture/ Engineering / Planning/Construction Management
C David Morton A I A .1 B D
Davin A Wolfberq A I A
Julio E Alvarez P.E
Manuel E Taractdo PE
Hector R Soigne PE
Karl G Frese Jr P E
19 July 1977
Addendum #1 HEAVY EQUIPMENT SERVICE EACtLtTY MAINTENANCE BUILDING
CHANGE #13: Add Paragraph 3.12 to Section 16120, to read as follows:
"Sizes shall not he less than indicated. Branch circuit
conductors shall he not smaller than No. 12 american wire gage.
Conductors for 120V branch circuits more than 100 feet long
from panel to load center, shall be No. 10 AWG. Class 1
remote -control and signal -circuit conductors shall he not less
than No. 14 AWG. Class 2 low -energy remote -control and signal -
circuit conductors shall not he less than No. 16 AWG."
CHANGE #14: Add the following schedule to Paragraph 3.05, Section 16180:
"Circuit breakers shall conform to the NEMA Standard AB-1, and
shall have the following minimum interrupting ratings in
accordance with the latest NEMA test procedures.
Frame size in amps A.I.A.Synmretrical at 240 V.A.C.
100 -- - - 18,000
225 22,000
400 42,000
800 42,000
Ratings other than those listed are as noted on drawings.
Circuit breakers of the 400 ampere frame size and larger
shall have interchangeable trips. Bracing of panelhoard
busses shall be adequate and coordinated with the A.I.C.
rating of the breakers installed in the panelboard."
CHANGE #15: Soakage Pits shown on Sheet C-3 of the Contract Drawings
shall have 8" concrete block walls constructed in accordance
with City of Miami standards for linear soakage pits.
CHANGE #16: Add Sheets FP-1, FP-2, and FP-3 (dated 7-19-77), as attached,
to the Contract Documents.
Page 4/5
2699 South f3ayshore Drive/Coconut Grove, Florida 33I33/305-858-6o8c
Igorton/Wolfberg/AlvarezlThracido/Seigiie & Frese
Architecture / Engineering / Planning /Construction Management
C David Morton A I A ,I B D
David A Woltherq A I A
Julio E Alvarez PE
Manuel E Taracido PE
Hector R Seiglie PE
Karl G Frese Jr PE
19 July 1977
Addendum #1 HEAVY EQUIPMENT SERVICE FACILITY -- MAINTENANCE BUILDING
CHANGE #17: Sheet E-2 should he modified so that the wire size -of the
run between the Emergency Generator Panel and Manhole "C"
reflects 4-#4/0 conductors in 3 1/2" conduit as noted on
the Riser Diagram on Sheet E-15.
CHANGE #18: Sheet E-11 should he modified so that Equipment Item #27,
Iron Working Machine, is powered by a 5 HP motor fed by
41110 conductors in 1/2" conduit from Panel J through a 3 Pole,
40 amp breaker rather than Circuit J-4.
Page 5/5
7699 South Bayshohe Drive/Coconut 'Grove
orida 33133/305-858-6086