GPE ENG. & GENERAL CONTRACTOR CORP. - PIGGYBACK CITY OF MIAMI IFB 78138(29A CONTRACT AWARD SHEET INSTRCUTIONAL GUIDE TO ASSIST YOU WITH THE INFORMATION CONTACINED HEREIN IS AVAILABLE IN THE
PURCHASING SECTION OF OUR WEBPAGE AT:
www.hialeahfl.gov
CITY OF HIALEAH
CONTRACT AWARD
PURCHASING DEPARTMENT
CITY OF HIALEAH CONTRACT: PIGGYBACK CITY OF MIAMI IFB 78138(29)
DESCRIPTION: REPAIR AND/OR REPLACEMENT OF SIDEWALK
CONTRACT PERIOD: 11/08/2022-07/29/2023
SECTION #1 – VENDOR AWARD
Name: GPE ENGINEERING & GENERAL CONTRACTOR CORP. Name:
Contact: ANTONIO REYES Contact:
Phone: 305-828-5307 Phone:
Fax: 305-828-5325 Fax:
E-mail: TREYES@GPEENG.COM E-mail:
Name: Name:
Contact: Contact:
Phone: Phone:
Fax: Fax:
E-mail:E-mail:
SECTION #2 – AWARD/BACKGROUND INFORMATION/APPLICABLE ORDINANCES/NOTES
CITY COUNCIL APPROVED ON: 11/08/2022, ITEM G AMENDED AMOUNT:
RESOLUTION NO: INSURANCE REQUIREMENTS:
ANNUAL CONTRACT AMOUNT: $60,000.00 PERFORMANCE BOND:
APPLICABLE ORDINANCES:
Notes:
SECTION #3 – REQUESTING DEPARTMENT
CITY OF HIALEAH, DEPARTMENT OF PUBLIC WORKS
Contract Administrator: Armando Vidal
Phone: 305-556-3800
SECTION #4 – PROCURING AGENCY
CITY OF HIALEAH, DEPARTMENT OF PUBLIC WORKS
Contract Administrator: Armando Vidal
Phone: 305-556-3800
Prepared by: Marilin Gutierrez
L
lTEM# 6
NOV 0 8 2022 f) i-~·. ·1 '/ 4 ·'2 :2 i. ~: ,:.~. 5 F' M
COUNCIL AGENDA ITEM REQUEST FORM
Date of Request: October 14, 2022
Requesting City Department: Department of Public Works
Requested Council Meeting October 25, 2022
Date:
Action Requested from the X Issue a purchase order
City Council :
Scope of service(s) or
product(s):
Vendor:
Expenditure Amount:
Funding Source (i .e., account
funding the expenditure):
0 Increase a purchase order
0 Award a bid
0 Reject a bid
0 Special Events Permit
0 Street Closure
O Other:
Repa ir and/or Replacement of sid ew alk
GPE Engineering & General Contractor Corp.
$60,000.00
Repair and Maintenance Account
#450.9510.533.467
Page 1
~"?,-..c:i ... ~:.i•ir.r..:~~~; . .r-.~"~
..,__.,..~ ~ RECEIVED
I
C'
r Purchasing Process:
GPE ENGINEERING & GENERAL CONTRACTOR CORP
0 Competitive Bidding
0 An exception to competitive bidding applies:
0 Professional services in the nature of
consultants, accountants and attorneys
0 Sole source provider
0 Emergency based on object facts
0 Credit facilities
X Competitive bidding is not required because the
City is utilizing a bid that has been awarded or under
contract by state, county or other governmental
agencies.
X Title of state, county or other governmental
agencies contract:
City of Miami IFB 78138(29)
X Piggy-back contract expiration date:
July 29, 2023
0 Waive Competitive Bidding
D Reason(s) it is not advantageous to the City to
utilize competitive bidding:
Page 2
GPE ENGINEERING & GENERAL CONTRACTOR CORP
Signatures:
\ o \ t LP J....-0 ) ... :)..--
• o ' ' t t I I
Page 3
CITY OF HIALEAH
DEPARTMENT OF PUBLIC WORKS
3700 W 4rn AVENUE, HIALEAH, FL 33012
MEMORANDUM
DATE: October 14, 2022
TO: Esteban Bovo, Jr., May
SUBJECT: Citywide Sidewalk Repairs and Replacement Services
RECOMMENDATION: The Department is requesting authority to "piggyback" City of
Miami Contract IFB#781382(29) citywide sidewalk repair and replacement services and
issue a Purchase Order to GPE Engineering & General Contractors Corp. in the amount of
$60,000.00 for this work.
PROJECT NAME; Sidewalk Repairs and Replacement Services
PROJECT LOCATION; Citywide
PROJECT DESCRIPTION/EXPLANATION: The Department is in need of services for the
repair and replacement of sidewalks citywide when water and sewer repairs remove or
damage these facilities.
MANAGING DEPARTMENT; Department of Public Works
FISCAL IMPACT /FUNDING SOURCE: Repair & Maintenance Infrastructure
450.9510.533467. $60,000.00
fil i tt1 .of $tlictt1ti
~ ··-·
C ON TR A CT A W ARD
'PYocurernent 1J~artrnenl
AMENDMENT NO. 2
IFB NO.:
DESCRIPTION :
TERM OF CONTRACT:
CONTRACT PERIOD:
COMMODITY CODE:
!SECTION #1 -VENDOR AWARD
781382(29)
CITYWIDE S IDEWALK REPAIR AND REPLACEMEN T SERVICES
FIVE (5) YEARS WITH TH E OPTION TO RENEW FOR T HREE (3)
ADDITIONAL TWO (2) YEAR PERIODS
JULY 30, 2018 THROUGH JULY 29, 2023
91382-00
GPE Engineering and General Contractor Corp.
P.O. Box 4582
Hi aleah, FL 33014
Contact: Antonio Reyes
Phone: (305) 828-5307
Fax: (305 ) 828-5325
Email: b ids@qpee nq.com
!SEC TION #2 -AWARD/BACKGROUND INFORMATION/APPLICABLE ORDINANCES/NOTES
C.C. AWARD DATE: MAY 10, 2018
RESOLUT ION N O: 18-0191
FILE ID: 3978
A NNUA L CO NTRACT AMOUNT: N/A
Notes:
AM ENDED A M OU NT: N/A
INSU RA NC E REQUIREMENTS: YES
PERFORMANCE & PAYMENT BOND : YES
APPLICABLE ORD INANCES: N/A
1. Section 2.3 1. Equitable Adj us tm ent, h as been added w ith t he following l angu age:
T h e Cit y may, in its sole discretion, m a ke an equitable adju stment in the con tract te rm s and/or pri cing if pricing or
avail ability of supply is affected by ex tre m e or unforeseen vol a tility in th e m a rk etpl ace, by circums tances th at sa tisfy
all th e fo ll owin g criteria : (1) the vo latility is du e to c ircums tan ces beyond the Success ful Bidder(s) control, (2) th e
volatil ity affects th e marketplace or industry, not ju st th e particular contract so urc e o f supply, (3) th e effect o n pri c in g
o r avai lability of supply is s ubstanti al, and (4) th e vol a tility so affects t11e Success ful Bidder(s) th a t continu ed
performance of th e contract w o uld res ult in a s ubstanti al loss . Su ccessful Bid de r(s) mu st supply docum e ntatio n f rom
m an ufa c ture r(s ) to ju stify any requeste d percentage in c rease in cos t to th e City of Miami o r increases m ay be deni ed.
T h e City may revise th e marketp lace vola til ity cond ition s in th e six {6 ) mo nths a ft er the first adjustment to d eterm ine
w h e n new equita ble adjus tme nt wi ll b e all owed .
2. Se ctio n 2 .3 2 , Parts at Pa ss -T hro ug h C o st:
A ll cos ts for parts requ ired for repa ir j obs co v ered wi thi n th is scop e of w ork shall be b ill ed at th e Success ful B idd e r's
actu al cost plus a fee/m a rkup of no more th an five percen t (5%), with a maximum of $1,000.00 p er re pair. Tl1 e
Su ccessful Bidder sh all submit purc hase r eceipt o f pa rt s a lon g wi th the labor invoice for payment.
The S uccess ful Bidder sh all be res ponsibl e for sourcing all part necessary to compl ete th e w ork requirem ents of each
job sp ec if ication. Rep l acem e nt parts furni sh ed must of th e snme m a nu fa cture r or (written) a ppro ve d equa l product. All
equ ipm e nt a nd m a terial sha ll be com m erc ial qu a lity and g rade and be fro m a regu lar produ c t lin e. Prototyp e , obsolete,
and res ide nti al qu ality/grad e equipm ent/m a te ri al shal l not be s p ec ifi ed o r ins tall ed.
The C it y reserv es th e right to p urchase pa rts and mate ri a ls outright. A ll parts/m a teri al s purc hase d directl y by th e Ci ty
shall be in stall ed by th e Successful Bidd er a t the City 's directi on .
Attachmen·t H • No n-F edera lll£ Funded Projects Prlc·e Sheet
Lin e Pay Item Description I Unit Unit Cos t Quantity Total Cost
No.
1 11 In s tall stand ard 4-in cli, 3,000 psi concre te side walk. Squ a re $4 .17 200,000 $8 34,000.00
ramp and sidewalk landing. including tr ee root and Foot
branch trimmin g, tree root removal and restoration
of th e area . I
2 In sta ll standard 6-in ch 3,000 psi con crete sid ewa lk/ Square $5.00 100,000 $500,000.00
driveway, ra mp a nd sid ewalk landing includ ing tree Foot
trimming, tree root removal a nd resto ration of th e
area. I
3 Remove a nd dispose of co ncre te sid ew alk (4" or 6" Squ a re $0.65 300,000 $195 ,000.00
th ick concre te or a ny thickn ess of sid ewa lk or Foot
asphalt paveme nt), more or less. at any location. I
4 Standard or depressed concrete curb (an y type) Li near $23 .86 5,000 $119,300 .00
more or les s , including removal and di spo sal of Foot
ex isting curb or curb and gutter, ba se preparation
;md including ad j acent pave m ent resto ra ti o n, if
I necessary , as per Misc. 35-85-22.
5 Stand ard co ncrete curb and gutter (a ny type ), more Lin ea r $35.89 5,000 $1 79 ,4 50 .00
or les s, including removal and disposal of existing Foot
curb or curb and gutter, base prepara tion and
including adjacent pavement re s toration, if
nece ss ary, as per Misc. 35 -85-22. I
6 Stand ard c on crete va ll ey gutter (any type, a ny Lin e ar $29 .39 5,000 $146,950 .00
size ), more or less, including remova l a nd di sposal Foot
of ex is tin g v all ey gutte r, curb or co ncrete gutter, base
prepa rati o n and includin g adj ace nt pa vem ent
res torati on, if necessa ry , as per Mi sc. 35-85-22.
7 Provide and in stall wa ter mete r boxes loca te d in Each $3 13.33 50 $15,666.50
sidew alk to be re Rl acecl. at any loca ti o n as
approve d by City E ng in ee r. I
8 Type "S-111" as ph al ti c co ncrete s urface course Squ are $16.8 7 5,000 $84 ,350 .00
including bituminous t ack coat, as no ted in th ese Ya rd
s p ecifi ca ti o ns . as approved by C ity En gin eer . I
9 8-in ch thi ck co mpac ted lim erock base with pri m er Sq uare $12.7 4 500 $6 ,37 0.00
o il surface in cluding necessary cl eari ng and Ya rd
g rad ing, as no ted in th ese specifications , as
a ppro ve d by City Engineer. I
10 Install S t. A ug u stin e Solid Sod in place , if Squ a re $8.29 2,000 $16 ,580.00
n ece ss ary, in cl ud ing p lantin g so il, grad ing, levelin g Foot
o f th e swal e a re a and top dress inq , as approv ed by
r
11 Erect/ stake and brace fallen trees/palms, an y s ize, Each $201 .56 50 $10,078.00
including all appurtenances on an "as nee ded" bas is
at locations citywide, close to the project
location.
12 Standard 6-in ch conc rete dri veway approach , more Square $8.17 1,000 $8, 170.00
or less, in cluding re mova l and disposa l of existing Foot
co ncrete/a sph alt driveway approach, tree trimming,
tree root trimming , tree root removal and res toration
o f th e area at any citywid e location.
13 Provide and in sta ll traffic signal pull boxes located Each $1,276.50 ·10 $12,765.00
in sidewalk to be replaced, if necessa ry, at any
citvwide location.
14 Prepare 6-inc h sub base for locations where there Square $0.54 2,000 $1,080.00
are no exi sting sidewa lks , includin g clearing and Foot
grad ing, new fill material, compactio n an d leveling
of th e area, e tc .
15 Remove existing asph alt, concre te or sod at sw ale Sq uare $1.37 2 ,000 $2,740.00
areas, cl ea ri ng a nd grad in g to 6-inches lowe r th an Foot
face of sidewalk/ curb including survey work for new
e leva tion s. Filli ng the swale area with 6-in ches of
c lea n su itabl e mate ri al, including but not limit to
co mp action and leve ling around the pruned roots,
grade to COM PW Sta ndard s , placeme nt of sod or
as ph alti c paveme nt as applica ble, and maintenance
the vall ey drainage area in order to properly adjust
rain wate r fl ow into ex istin g ca tch
basin s as per Misc. 35-85-27.
16 In stall (ca st in place) dete ct able warning pads, per Each $32 7.8 5 250 $81,962.50
Mi sc. 35-85-22.
17 Remove and reset existing stand ard brick pavers, Square $1.93 5,000 $9 ,650.00
including removal of existing bri cks, reworking th e Foot
sand ba se , adding new sa nd, etc., clearing and
gradin g, tree tr imming, tree root re moval , new fill
material, compacti o n and leve li ng o f th e area , etc.
and rese tting th e existing bricks in sa me area , at any
loca ti on citywid e.
18 New s tand ard brick pavers in s tall ation , including Square $6.97 5,000 $34 ,850.00
remova l o f exis ti ng broken bricks , reworking th e Foo t
sa ndy ba se . add ing new sa nd, etc., clea ring a nd
grading, tree trimming, tree root re mova l , new fill
materi al , compactio n :md lev elin g of th e area, utility
rim border, e tc., a nd in stalling new bri ck pave rs , a t
any loca tion cit yw ide.
19 Typical 4 'x4', more or less , 6 "x 12" co nc re te Li nea r $2 1.15 1,000 $2 1,1 50.00
planter/head e r for th ose locations where th e Foot
p lan ters/headers are damaged or non ex istin g a nd
located where th e brick sidewalk w ill be install ed/
rese t in clu ding cl ea ring and gradin g, tree t rimmin g,
tree root remova l, n ew fill materi al , compactio n and
leveling of th e area, etc. at a ny l o cation c itywid e.
2 0 I nstall root gu a rd pe r PW B ull e tin N o. 33. Lin ea r $67.19 500 $3 3 ,595.00
Foot
2 1 Remove and di spo se of tree stumps, inclucl ing roo ts, Ea ch $335.92 10 $3 ,359.20
any size at variou s loca tions if necessary , at any
location as approv ed by Cit y Eng ineer.
22 Co ncrete sid ew a lk grinding to be use d only as a Lin ear $2 6.00 1 ,000 $26 ,000 .00
temporary meas ure to fi x uneve n sid ewa lk . Foot
Co ntractor mu st provide its own w ater for dus t
con trol.
23 SPEC IAL PR OV ISION = Contin g e ncy Allowance $50 ,0 00.00
T otal Bid $2,393,066 .20
r
Line
No.
2
3
4
5
6
7
8
9
10
11
12
13
14
Attachment G -Fe d erally Funded Proj ects Price She et
Pay Item Description
In sta ll standard 4-inch, 3,000 psi concrete sidewalk,
ramp and s id ewalk landing, including tre e root and
branch trimming, tree root removal and restoration of the
area.
Install standard 6-inch 3,000 psi concre te sidewalk/
driveway, ramp and sid ewalk landing incl udi ng tree
trimming, tre e root removal and restoration of th e area.
Remove and dispose of concre te sidewalk (4 " or 6" thick
concrete or any thickn ess of sid ewalk or asphalt
pavement), more or less, at any location .
Standard or depressed concrete curb (any type), more o r
less, including removal and disposal of existing cu rb or
curb and gutter, base preparation and including adjacent
pavement restorati on, if necessary, as per Misc. 35-85 -
22.
Standard concre te curb and gutter (any type), more o r
less, including removal and di sposa l of existing c urb or
curb and gutter, base preparation and in cluding adj acent
pavement re s toration, if ne cessa ry, as per Misc. 35-85-
22.
Standard concrete valley gutter (any type, any siz e),
more or less, including removal and disposal of exis ti ng
va lley gutter, curb or co ncrete gutter, base prepara ti on
and including adj ace nt pavement restoration , if
necessary , as pe r Misc. 35-85-22 .
Provide a nd in sta ll w ater m e ter boxes located in
s id ew alk to b e r eplaced, at a ny l ocation as approved by
City Engin ee r.
Type "S-111" asphaltic co ncrete surface course in clu ding
bituminous tack coat, as noted in th ese specifica ti o n s,
as approved by City Engineer.
8-in ch thi c k co mp acted lim erock base with prim er oi l
surface including necessary c lea rin g and grad in g, as
not ed in these sp ecification s , a s approved by City
Engin eer.
In stall St. Augus tin e Solid Sod in place , if necessary,
in cluding pl anting soil, grading, leveling of th e swa le area
and top dressing , as ap prov ed by City Engin ee r.
Erect/ stake and brace fall en trees/palms, any size ,
including all appurte nances on a n "as needed" bas is a t
loca ti ons ci tywide , c lose to th e proj ec t loca tion .
Sta nd ard 6-in ch concrete driveway a pproach, more or
less , in clu din g remov al and di sposa l of ex is tin g
concrete/as ph alt drivew ay appro ach, tr ee trimming, tree
ro ot trimming, tree root remova l and resto ra tion of th e
area at any ci tywide loca tion.
Provide and install traffi c sign al pull boxes located in
sid ewalk to b e rep lace d, if nece ssa ry , at any citywi de
locati on .
Prepa re 6-in ch sub ba se for loca ti ons w h ere th ere are
no ex is tin g s idew alks , in clud in g clea rin g and gradin g ,
new fi ll m at e ri al , compacti on a nd l eve lin g of th e area,
etc .
Unit
Square
Foot
Squa re
Foot
Square
Foot
Linea r
Foot
Lin ear
Foot
Lin ear
Foot
Each
Square
Yard
Sq uare
Y a rd
Squ are
Foot
Each
S 4uare
Foot
Eac h
Squ are
Foot
Unit Cost
$4.17
$5.00
$0.65
$23.86
$35 .89
$29.39
$313.3 3
$16 .87
$12.74
$8.29
$20 1.56
$8.17
$1,276.50
$0 .5 4
Quantity Total Cost
200,000 $834,000 .00
100,000 $500,000.00
300,000 $195,000.00
5,000 $119,300.00
5,000 $179,450.00
5,000 $14 6 ,950.00
50 $1 5,666 .50
5 ,000 $84,350.00
500 $6,370.00
2,000 $16,580.00
50 $10,0 78.00
1 ,000 $8 ,170.00
10 $12,7 65 .00
2 ,000 $1,080.00
r 15 Remove ex ist ing asph alt, concrete or sod at swa le
areas, cl ea ring and grading to 6-inches lower than fac e
of sidewalk/ curb including survey work for new
elevations. Filling the swale area with 6-inches of clean
suitabl e mate r ial, including but not limit to compaction
and level ing around the pruned roots, grade to COM
PW Standards, placeme nt of sod or asphalticpavement
as appl icable, and maintenance th e valley drainage
area in order to p roperl y adju s t rain water flow into
exist ing catc h ba sins as per Mi sc. 35-85-27 .
16 Insta ll (c <1s t in place) detectable warning pads, per Mi sc.
35-85 -22.
17 Remove and rese t existing s tandard brick pave rs,
including remov al of existing bricks, re working the sand
base, adding new sand , etc., clearing and grading, tree
tr imm ing, tree root remova l, new fill materia l, compaction
and leveling of th e area, etc. and resetting the existing
bricks in same area, at a ny loca ti on citywid e.
18 New standard br ick pavers in stall a tio n, including remova l
of ex isting broken bricks, reworking the sa ndy base,
adding new sand, etc., clea ring and grad ing , tree
!rimming, tree roo t removal, new fil l ma teria l, compaction
and leveling of the area, utility rim borde r , etc., and
in stall ing new brick pavers, a t any location
citywid e.
19 Typical 4'x4', more or less, 6"x 12" co n crete
plant er/h ea de r for th ose loca ti ons where th e
pla nter s/headers are d amage d or non existing a nd
loca ted where t he brick sidewalk w ill be installed/ reset
including cle a ring and grading, tree t rimm ing, tree root
remov al, new fill materi al , compaction and leveling of
the area, etc. at any location ci tywid e.
20 Install root guard per PW Bulleti n No . 33.
2 1 Re move and dispose of tree stumps. in c ludin g roo ts, any
size a t variou s loca tion s if necessa ry, at any loca ti on as
app roved by City Enginee r .
22 Concrete sidewa lk grinding to be used only as a
temporary measure to fi x un even sidewa lk. Contractor
mu s t provid e its own water for du st con tro l.
23 SP EC IAL PROVIS ION = Co ntinge ncy All owance
!SECTION #3 -REQUESTING DEPARTMENT
C ITY OF MIAMI, DEPARTMENT OF PUBLIC WORK
C o ntract Administrator : Fabiola Dubuisson
Phone : (305) 4 16-1755
lsEC T ION 114 -PROCURING AG E NCY
C ITY OF M IAMI , D EPARTM E NT OF PROCUREMENT
Buyer: T a hli a Gray
Phone: (305) 4 16-1912
Prepa re d By: A im ee Ganda ri ll a , 8/2 4/20 22
Square $1.37 2,000
Foot
Each $327.85 250
Square $1 .93 5 ,000
Foot
Squa re $6.97 5,000
Foot
Lin ea r $2 1.15 1,000
Foot
Li nea r $67.19 500
Foot
Each $335.92 10
L inea r $26 .00 1,000
Foot
Tota l Bid
A CO NTRACT AWARD SHEET INSTRUCTIONAL GUIDE TO A SS IST YOU WITH THE INFORMATION
CO NTAINED HEREI N IS AVAILABLE I N TH E !SUPP LIER I NFORMAT ION SECTION OF OUR WEBPAGE AT:
WWW. MIAMIGOV.CO M/PROC UREME NT
$2,74 0.00
$81,962 .50
$9,650 .00
$34,850.00
$21, 150 .00
$33 ,595.00
$3,359.20
$26,000 .00
$50,000.00
$2,393.066.20
ANN IE PERE Z
Chi..:r P1ot.:u1 c 11 11.:n1 O ff1n:r
Ql itt! o f ~ia m i
..._.\P r>1 '1..,
~: "" 'C I ::-,..~~-;;
' Hllll Ill J I
,it •• ,i ll -
I A '' • (J ll \
AMENDMENT NO. 2 TO IFB No. 781382
ARTHUR NORIEGA V
CITYWIDE SIDEWALK REPAIR AND REPLACEMENT SERVICES
July 29, 2022
GPE Engineering and General Contractor Corp.
Attn: Tony Reyes
PO Box 4582
Hialeah, FL 33014
Email : treyes@ qpeeng .c om
RE: Invitation for Bid ("IFB") No. 781382, Citywide Sidewalk Repair and Replacement Services
D ear Mr. Reyes :
Pursuant to Resolution No. 18-0191 adopted May 10, 2018, the City Commission authoriz ed the ex ecution
of IFB No. 781382 for the procurement of sidewalk repair and repl acement services for the Department o f
Resilience and Public W o rks ("RPW'). The City of Miami ("City") in accordance with Section 1.50 . of th e
above referen c ed IFB , sh a ll amend the contra ct as follows:
1. Sec tion 2 .31 . E quitabl e Adju stm e nt, has been a dde d with the followin g langu age:
Th e City m ay, in its sole discretion , make a n e quitable adjustment in th e con tract term s a nd/or
pri cing if pricing or av ailability of s upply is affected by extrem e or unfores ee n volatility in the
marketplace, by circ umstances that satisfy all the following criteria : (1) the v olatility is due to
circumsta nces beyond the Succ ess f ul Bidd er(s) c ontrol, (2) the vol atility affects t he marketplace o r
industry, not just th e particular con t ract source of s upply , (3) the effect on p ricing or avail ability of
supply is subs ta ntia l, a nd (4) th e volatility so affe cts the Suc cess ful B idd er(s) that contin ued
pe rformance of th e contract would res ult in a substantial loss . Su ccess ful Bidder(s) mu st supp ly
documentation from manufacture r(s) to justify a ny reques ted percent age in crease in cos t to th e
City of Miami or inc reases may be deni ed. The C ity m ay revise th e ma rk etp lac e vo latility c ond itions
in the six (6) months after the first adju stm e nt to determin e when new equitable adjustme nt will be
allowed .
2. Se ction 2 .32 , P a rt s At Pas s -Through Cost
All costs for p art s re quired for repai r job s covere d within thi s scope of wo rk sha ll be bill ed at t he
S uccessful Bid der's actu al cost plus a f ee/m a rk up of no mo re th an fiv e percent (5%), wit h a
maximum of $1,000 .00 pe r repair. T he Successful B idd er shall submit purch ase receipt of parts
along with th e labo r invo ice fo r p ay m ent.
r Page 2 of6
The Successful Bidder shall be responsible for sourcing all part necessary to complete the work
requirements of each job specification . Replacement parts furnished must of the same
manufacturer or (written) approved equal product. All equipment and material shall be commercial
quality and grade and be from a regular product line. Prototype, obsolete , and residential
quality/grade equipmenVmaterial shall not be specified or installed.
The City reserves the right to purchase parts and materials outright. All parts/materials purchased
directly by the City shall be installed by the Successful B idder at the City's d irection .
Please acknowledge the receipt of this Amendment by signing below and send it by ema il to the attention
of Tahlia Gray at tgray@miamiqov.com, by August 2, 2022 5:00 PM . If you have any questions as it
pertains to this Amendment, please feel free to contact Tahlia at 305-416-1912 or via email.
Lina
No.
2
3
4
5
6
7
8
9
10
Attachment H -Non-Federally Funded Projects Price Sheet
Pay Item Description Unit Unit Cost Quantity
Install standard 4-inch, 3,000 psi concrete sidewalk, Square $4 .17
ramp and sidewa lk landing , includ ing tree root and Foot
branch trimming , tree root remova l and re storation
of the area .
Install standard 6-i nch 3,000 psi concre te sidewalk/ Squ are $5 .00
driveway , ramp and sidewalk landing in cl uding tree Fo ot
trimming, tree root removal and restoration of the
area .
Remove and dispose of con crete sidewalk (4" or 6" Square $0.65
thick concrete or any thickness of sidewalk or Foot
asphalt pavement), more or less, at any location .
Standard or depre ss ed concrete curb (any type). Lin ear $2 3.86
more or less , incl uding removal and dispo sal of Fo ot
existing curb or curb an d gutter, base preparation
and inclu ding adjac ent pavement resto ra tion, if
necessa ry, as per Mis c. 35-85-22 .
Standard concrete curb and gutter (any type), more Lin ear $35.89
or less, including removal and disp osal of existing Foot
cur b or curb and gutter. ba se prep aration and
including adj ace nt pavement restoration, if
necessary , as per Misc. 35-85 -22 .
Stand ard co ncrete valley gutt er (any typ e, any Lin ear $29.39
size ), more or less , including removal and di spo sa l Foot
of existi ng vall ey gutter, curb or con crete gutter,
base prep aration and includ ing adj ac ent pavement
re storation, if ne ces sary, as per Mis c. 35 -85 -22 .
Provide and in stal l water meter bo xes loca ted in Each $3 13.33
sid ewalk to b e repla ce d, at any loca ti on as
approved by Ci ty En gin ee r.
Typ e "S -111 " asp haltic con crete surface co urs e Squ are $16.87
in cludi ng bitumin ous tack coa t , as noted in th es e Yard
specifica ti ons, as ap proved by City Eng in ee r.
8-inch thick compacted lim erock ba se with prim er Squ are $12.7 4
oil surface including necessa ry cl ea rin g and Yard
grading , as noted in th es e specifi catio ns, as
approved by City Eng in ee r.
In stall St. Au gusti ne Sol id Sod in place, if Sq uare $8 .29
neces sary , in cl udi ng pl anting soil , gradi ng, leve ling Foo t
of th e swale area an d top dress ing , as approved by
City Engi neer.
200,000
100 ,00 0
300 ,000
5,000
5,000
5,000
50
5,000
500
2,000
Total Cost
$834 ,000 .00
$500,000.00
$195,000.00
$119 ,300.00
$17 9,450.00
$14 6,9 50.00
$15,666 .50
$84,350.00
$6,370.00
$16,580.00
r Page 3 of 6
11 Ere cV stake and brace fallen trees/pa lm s , an y size, Each $201 .56 50 $10,078 .00
including all appurtenances on an "as needed"
basis at locations c itywide, close to th e proje ct
location .
12 Standard 6-inch concrete driveway approach, more Square $8.17 1,000 $8,170.00
or les s, including removal and di sposa l of existing Foot
concrete/asphalt driveway approach, tree t rimming,
tree root trimming , tree root remo va l and restoration
of the area at any citywide lo ca tion .
13 Provide and install traffic signal pull boxes loca ted Each $1,276.50 10 $12,765.00
in sidewalk to be repla ced , if necessary, at any
citv wide location.
14 Prepare 6-inch sub base for locations where there Square $0.54 2,000 $1,080.00
are no existing sidewalks, including cle aring and Foot
grading, new fill material, compactio n and le veling
of the area, etc.
15 Remove ex istin g asphalt, concrete or sod at swale Square $1 .37 2,000 $2,740.00
areas, clearing and grading to 6-inches lower th an Foot
face of sidewalk/ curb including survey work for new
elevations. Filling the swale area with 6-inches of
clean su itable material, including but not limit to
compaction and leveling arou nd the pruned roots,
grade to COM PW Standards, placement of sod or
asp haltic pavemen t as app li cable , and
maintenance the valley drainage area in order to
properly adjus t rain wate r flow into existing catch
basi ns as oer Misc. 35-85-2 7.
16 Install (cast in place) detectable warning pads, per Each $327 .85 250 $81,962.50
Misc. 35-85 -22.
17 Remove and reset existing standard brick pavers, Square $1 .93 5,000 $9,650.00
including remova l of existing bricks , reworking the Foot
sand base , adding new sand, etc., clearing and
grading, tree trimming, tree root removal, new fi ll
material, compacti on and le veling of the area, etc.
and rese tting the exis tin g bricks in same area, at
any lo ca tion citywid e.
18 New standard brick pavers installation, inclu ding Square $6 .97 5,000 $34,850.00
removal of existing broken bricks, reworking the Foot
sandy base, adding new sand, etc., clea rin g and
grading, tree trimming, tree root removal , new fill
materi al, compaction and leveling of th e area, utility
rim bord er, etc., and installin g new brick pavers, at
any location citywide .
19 Typical 4'x 4', more or less , 6"x 12" concrete Lin ea r $2 1.15 1,000 $2 1, 150.00
planter/h eade r for those loca tions where th e Foot
pl anters/headers are d amaged or non existing and
located where the bri ck sidewalk will be in stall ed/
reset including clea ring and grading, tre e t rimming ,
tree root remov al, new fi ll materia l, compaction and
leveling of th e area , etc . at any loca tion citywid e.
20 In stall roo t gu ard per PW Bu ll etin No. 33 . Lin ea r $67 .19 500 $33,595 .00
Foot
21 Remove an d dispo se of tree stum ps , including Each $335 .92 10 $3,359 .20
ro ots, any si ze at vario us locations if ne ce ssa ry, at
any location as ap proved by Ci ty Engin ee r.
22 Con crete sid ew alk grinding to be use d only as a Lin ea r $2 6.00 1,000 $2 6,000.00
te mp orary me asure to fi x un even sid ewalk. Foot
Contrac tor mu st provid e its own w ater for du st
co ntrol.
23 SPEC IAL PROVI SION =Contingency All ow ance $5 0,000 .00
Total Bid $2 ,393,066.20
-
r Page 4of6
Attachment G ·Federally Funded Projects Price Sheet
Line Pay Item Description Unit Unit Cost Quantity Total Cost
No.
1 Install standard 4-inch. 3,000 psi concrete sidewalk, Square $4 .17 200,000 $834,000.00
ramp and sidewalk landing, including tree root and Foot
branch trimming, tree root removal and restoration of
the area .
2 Install standard 6-inch 3,000 psi concrete sidewalk/ Square $5 .00 100,000 $500,00000
driveway, ramp and sidewalk landing including tree Foot
trimming, tree root removal and restoration of the area .
3 Remove and dispose of concrete sidewalk (4" or 6" thick Square $0.65 300,000 $195,000.00
concrete or any thickness of sidewalk or asphalt Foot
pavement), more or less, at any location.
4 Standard or depressed concrete curb (any type), more Linear $23.86 5 ,000 $119,300.00
or less, including removal and disposal of existing curb Foot
or curb and gutter, base preparation and including
adjacent pavement restoration, if necessary, as per
Misc. 35-85-22.
5 Standard concrete curb and gutter (any type), more or Linear $35.89 5,000 $179,450.00
less, including removal and disposal of existing curb or Foot
curb and gutter, base preparation and including
adjacent pavement restoration, if necessary, as per
Misc. 35 -85-22.
6 Standard concrete valley gutter (any type, any size), Linear $29 .39 5,000 $146,950.00
more or less , including removal and disposal of existing Foot
valley gutter, curb or concrete gutter, base preparation
and including adjacent pavement restoration, if
necessary, as per Misc. 35-85-22.
7 Provide and install water meter boxes located in Each $313 .33 50 $15 ,666.50
sidewalk to be replaced, at any location as approved by
City Engineer.
8 Type "S-111" a sphaltic concrete surface course including Square $16 .87 5 ,000 $84,350.00
bituminous tack coat, as noted in these specifications, Yard
as approved by City Engineer.
g 8-inch thick compacted limerock base with primer oil Square $12 .74 500 $6,370.00
surface including necessary clearing and grading, as Ya rd
noted in these specifications, as approved by City
Engineer.
10 Install St. Augustine Solid Sod in place, if ne cessa ry, Squ are $8 _29 2,000 $16,580 .00
including pla nting soil, grading, lev eling of th e swale Foot
area and top dressing, as approved by City Engineer.
11 ErecU stake and brace fallen trees/palm s, any size , Each $201 .56 50 $10,078.00
including all appurtenances on an "as needed" basis at
loc ations citywide, clos e to the project location .
12 St and ard 6 -in ch co ncrete driveway approach, m ore or Squa re $8 .17 1,000 $8, 170.00
less , including re moval and di spos al of exis ting Foot
con crete/as phalt drivew ay approa ch, tree trimming,
tree ro ot trimming, tree ro ot remov al and res toration of
the area at any citywide lo cation .
13 Pr ovide and in stall traffic signal pull bo xe s located in Each $1 ,276 .50 10 $1 2,765.00
sidewalk to be repl aced, if ne cessary, at any citywide
lo cation .
14 Pre pare 6-in ch sub b ase for locations whe re th ere are Square $0.54 2,000 $1,0 80.00
no ex istin g sid ew alks, in cluding clearin g a nd grading, Foo t
new fill materi al, c ompaction and leveling of th e area,
etc.
Page 5of6
15 Remove existing asphalt, concre te or sod at swale Square $1 .37 2,000 $2,740.00
areas, clearing and grading to 6-inches lower than face Foot
of sidewalk/ curb including survey work for new
elevations. Filling the swale area with 6-inches of clean
suitable material, including but not limit to compaction
and leveling around the pruned roots, grade to COM
PW Standards , placement of sod or aspha ltic pavement
as applicable, and maintenance the valley drainage
;irea in order to properly adjust rain water flow into
existing catch basins as per Misc. 35-85-27 .
16 Install (cast in place) detectable warning pads, per Misc. Each $327.85 250 $81,962 .50
35-85-22 .
17 Remove and reset existing standard brick pavers, Square $1.93 5,000 $9,650.00
including removal of existing bricks, reworking the sand Foot
base, adding new sand, etc., clearing and grading, tree
trimming, tree root removal, new fill material ,
compaction and leveling of the area, etc. and resetting
the existing bricks in same area, at any lo ca tion
citywide .
~· New standard brick pavers installation, including Square $6 .97 5,000 $34,850.00
removal of existing broken bricks, reworking the sandy Foot
base, adding new sand, etc., clearing and grading, tree
trimming, tree root removal, new fill material,
compaction and leveling of the area, utility rim border,
etc., and installing new brick pavers, at an y location
citywide .
19 Typical 4'x4', more or less, 6"x12 " concrete Linear $21 .15 1,000 $21,150.00
planter/header for those location s where the Foot
planters/headers are damaged or non existing and
located where the brick sidewalk will be installed/ reset
including clearing and grading, tree trimming , tree root
removal, new fill material, compaction and leveling of
the area, etc. at any location citywide.
20 Install root guard per PW Bulletin No. 33. Linear $67.19 500 $33,595.00
Foot
21 Remove and dispose of tree stumps , including roots, Each $335.92 10 $3,359 20
any size at various lo cations if necessary, at any
location as approved by City Engineer.
22 Concrete sidewalk grinding to be used only as a Lin ear $26.00 1,000 $26,000.00
temporary measure to fix uneven sidewalk. Contractor Foot
must provid e its own water for du st co ntrol.
23 SPEC IAL PROVISION = Contingency Allowance $50,000.00
T otal Bid $2 ,393,066 .20
-
Print Name
Title Date ( I
r Page 6 of6
COUNTERPARTS; ELECTRONIC SIGNATURES:
This Agreement and any amendments hereto may be executed in counterparts and all such counterparts
taken together shall be deemed to constitute one and the same instrument, each of which shall be an
original as against either party whose signature appears thereon, but all of which taken together shall
constitute but one and the same instrument. An executed facsimile or electronic scanned copy of this
Agreement shall have the same force and effect as an original. The parties shall be entitled to sign and
transmit an electronic signature on this Agreement (whether by facsimile, PDF or other email
transmission), which signature shall be binding on the party whose name is contained therein . Any party
providing an electronic signature agrees to promptly execute and de liver to the other parties an original
signed Agreement upon request.
Your interest in doing business with the City of Miami is always appreciated.
Sincerely,
Annie Perez, CPPO
Director of ProcuremenVChief Procurement Officer
AP:tg
r
10/11/22, 12:03 PM Detail by Entity Name
I , ' ' ! } fJ /
( i r • .. 11 r ·r,,. ·1r :1
' j I ' ,/ ' •
' '
Detail by Entity Name
Florida Profit Corporation
GP E ENGINEERING & GENERAL CONTRACTOR CORP.
Filing lnfol'ma tio11
Docum ent Number
FEl/EIN Number
Date Filed
State
Status
Last Event
Event Date Filed
Event Effective Date
Princip<il Address
646208
59-1963236
11/27/1979
FL
ACTIVE
AME NDM ENT AND NAME CHANGE
05/06/2010
NONE
4730 NW 128TH STREET ROAD
OPA-LO CKA, FL 33054
Changed : 01/24/2017
M ailing Addres s
P.O. BOX 4582
HIALEAH , FL 33 014
C hange d : 09/28/20 15
Regi stered Agent N a m e & Address
REYES, CARIDAD X
4 730 NW 128TH STREET ROAD
OPA-LOCKA, FL 33054
Name Chang ed: 05/06/2010
Address Changed : 01/24/2017
Office1:/.QiJecLQr.Jl§!.1illl
N am e & Address
Tit le P
REYES, ANTON IO
h ttps://se a rc h .sun b iz . org/I nquiry/Cor p o ra tion Search/Sea rch Resu l lDe ta il ?i nqui rylype =E ntityNam e &d irecti on Type =I ni ti al &sear c hN a m eOrd er=G P E E N G I . . . 1 /3
10/11/22 , 12:03 PM
16742 NW 78 CT
MIAMI LAKES, FL 33016
Title Trea surer
H ernand ez, Yolanda
PO Box 4582
Hialeah , FL 33014
Title SD
REYES, CARIDAD X
1033 W 30 ST
HIALEAH , FL
Title VP
Jime nez, Les ter
P.O. BOX 4582
HIALEAH , FL 33014
Annua l R e ports
Report Year
2020
2021
2022
Doc ume nt lmagQ.§_
Filed Date
01/30/2020
04/19/2021
01/31 /2 022
01/31/2022 --ANNU/\L REPORT
~l_.!.119/2021 --ANN\J.AL!3.~PORT
QJ/30/2020 --ANNUA_t,_.Bf;?ORT
04/10/2019 --ANNU/\L REPORT
04105/2018 --ANNUAL R E PORT
PJJ.;,:,,1 1201L:,_~J..l.lf."J.'Ot< 1
031:!8!2016 --ANNUAL REPORT
0.1 12:11~'0 I ~· -.l\NM l !A I Hl:'f"OHT
.9.4iJJ /201.i = !ll':!!:illA~..RF..P913J.
04/12/2013 -·ANNUAL REPOR1
04109/20 12 --.A.NNUA L RE P ORT
03105/200\L--ANNUl\L RE P.Q.EU
CAi£1:12illl:~ -· N-<ill~i!~8E!:.QB..I
1)4/2 8/2005 --ANNUAi. RE P<)RT
0510 1i:.>0 04 --ANNUAL REPOR I
D etail by Entity N a m e
... View i~ge in P_t:J~_fom~
View imnge in PDF fo1 mat I
View image in PDF formBt
View image in PDF format
View im8ge in PDF format
View image in PDF forma l
View image in PD F format
l/iow imago In PDF 101 mat
V iew image in PDf fo rm ~I
View irn ~ge in PDF form;:1 1
l/i0w im age in PDF format
Vie•,,; image in PDF form <Jl
View image in PDF format
Vi0w im age in PDF lu1mat
View im age"' PDF formal
View im~g e 111 PDF forrna t
View image in PD F. lorim!
Vi ew image in PDF format
l/iev< imoge 1n l"DF 101 ma t
h ttps://sear c h .s unbiz. org/lnqu iry/Corpora ti o n Sear c h/Searc hResultDe l a il?inqui ryl ype =E n lilyName&directi o n Type=! ni l ia l &sea r c l1 N a m eOrd e r =G P EEN G I .. , 2/3
10/11/22, 12:03 PM
!ld l?.5/200:l ·· 6Ji!iJJ/11.FlE P0 1 ~1
.0.412.2.i2.Q.Q2...:.: !1NN.lJ.A L r~E r00 HT
rw :l Cl /200 I -fl ~ill_~l_J\L ~EP O IU
QJ.i?).\12.QQQ .:::: M·lM I J/\l,...f:l'..\;f.ORI
WJ0.1/199.9..:::J:\NN J.J.8LB.J;;.PQJIT.
0 :>1?.\lt-1991J --1\l,Jill.li,!,B.1;;!2.v rn
.QJ..'~2/1.~0.?-=.1'.l•JNL!L,\.~ r~EPQ!I.L
Q.1125/.1 :.!96 -A.blNIJA.L R,t;e.QBI
Q21!lliJ lill_5 -· ArH·IU i1L r~E F'U T
View irnagti 111 PDF format
View image in PDF forma t
View image i n PDF form a t
Vi~w image in PDF formilt
V;ew image in PDF fo rmat
View image in PDF format
View image 111 PDF forrna I
View irm 1ge in PDF fo rma l
View image in PDF forma t
Detail by Entity Name
h ttps://sea rc h .sunbiz .org/ln quiry/Corporati o n Search/Sea rch ResultD eta il ?inqu irytype=E ntity Name&directi onType=l nitial&sea rchN a meOrder=GPEE N GI. .. 3/3
450 Water & Sewers Division Fund
Account Percent
450 .9510.533467 0 %
REPAIR & MAINT -INFRASTRUCTURE
Total for (2) Operating Expen ses
Total expenses 9510 (Fund 450)
WS-W a ter Serv i ces
Total Expenses for Fund 450
450
Water & Sewers Division Fund
Appropriated
375,000.00
375,000 .00
375,000.00
375,000.00
375,000.00
375,000.00
375,000.00
375,000.00
Fiscal Year: 2023
Expended
0.00
Fund Totals
$375,000.00 $0.00
Revenue/Expenses Balance: $0.00
45 0 Wa te r & Sewe rs D ivi s io n F und
Tria l Ba lance -Expenses
Trial Balance -
Encumbered Balance Last Date
24,000 .00 351 ,000 .00 1011112022
24,000.00 351,000.00
24,000.00 351,000.00
24,000.00 351,000.00 Expenses
$24,000.00 $351,000.00
35hOQ8 • +
291 tJOG · , *
Printed : 10/20/2022 Pa ge: 2