4th Change Order 02/28/2022 `v BOARD OF COUNTY COMMISSIONERS
County of Monroes � , Mayor David Rice,District 4
Mayor Pro Tem Craig Cates,District 1
FloridaThe s
Michelle Coldiron,District 2
Vacant,District 3
�. Holly Merrill Raschein,District 5
Memorandum
DATE: 02/25/2022
TO: BOCC
Kevin G.Wilson, P.E.
FROM: Kevin G. Wilson, P.E. 4„ , _ 2022.02.25 11:41:16
' . -05'00'
SUBJECT: Proposed Change Order to be Approved
Attached is proposed Change Order#4 for the 1st St and Bertha St Roadway and Drainage project. This
change order increases the final contract sum by $31,355.00. The substantial completion date is
increased by 8 days.
Monroe County Ordinance 027-1998 and subsequent amendments provide authority for the
Administrator to approve change orders within specified limits after providing Board of County
Commissioners with at least 24 hours to review them and pose any questions or objections that they may
have.
It is the Administrator's intent to approve the attached change order under that authority on Monday,
February 28, 2022.
MONROE CouNT-Y/ENGINEEMG-/PR9JEcr MA�iAgrAiENT
CoNTRAcr CHANGE ORDER
PROJECT TITLE: 1' St and Bertha St Roadway and Drainage Project CHANGE ORDER NO: 4
INITIATION DATE: 2123122
TO CONTRACTOR. Zahlene Enterprises, Inc. CONTRACT DATE: 1/20121
The Contract is changed as follows.
The original Contract Sum ...... ............ .......................... ................... $4,694,999.99
Net change by previously authorized Change Order 1 $45,63020
Net change by previously authorized Change Order 2 .............. $12,917.91
Net change by previously authorized Change Order 3..........._..._.......... .$33,64104
The Contract Sum prior to this Change order was,.,.,,,.............. .$4,787,19014
The Contract Sum is (increased) by this Change Order 4_ $31,355.00
The Revised Contract Sum including this Change Order ,._._..__. ........ $4,818,545A4
Pursuant to contract article 7.2.2, the cost or credit to the owner resulting from a change in the Work shall be determined in
one or more of the following methods:
7.2.2.1 mutual acceptance of lump sum properl, itemized and supported by sufficient substa,nt,jafiiig-,data t2_p�erm[t
evaluation
7.,2.2.2 unit.,Qvices stated in the Contract Docurnents or subsequently agreed upon
7.2,2.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage
fee
Change order 4 is due to unforeseen conditions — underground utility conflicts— RF1020 -water line and RF1021- 30 inch
sewer farce main in the intersection of Bertha Street and Atlantic Blvd,
Change Order 4 also includes the County agreed 50% portion of additional MOT required because the City would not allow
the contractor to close 2 way traffic at the intersection of Flagler and First Street and work 2 phases from Flagler to Fogarty
but instead required 4 phases from Flagler to Staples and Staples to Fogarty.
This change order 4 represents the construction costs for addlitlonall scope and was approved by the EOR EA C and the CEI
RS&H, Inc,
The increases to the contract are as follow&
Bid Item No. Description Decrease UOM Unit cost $Amount
/increase
Quantity
Not previously bid Maintenance of Traffic— 1 LS $3,000.00 $35000,00
utility conflicts
425-2-41 Manhole P-7 1 gn2 EA $2,935.00 $5,870.ff
425-1-562 Inlet Ditch bottom Type F 1 EA $9,980.00 $9,980.00
>10' �S-7 replacement due
to depth)
Not previously bid Removal of original S-7 1 LS $T66�_0F_—$2,50 5,0_0
...................
Not previously bid First Street Flagler to 1 LS $1,500.00 $1,500m
Staples MOT—mobilization
stripers
Not previously 6 First
street Flagler to Staple, I LS $1,250.00 $1,250,000
MOT—revised design signed an
sealed
Not previously bid First Street Flagler to Staple 4 1 LS $2,75U0 $2,75U0
M9T—set up barrier wall
Not previously bid First Street Flagler to Staple 1 LS $4,50U0 $4,50U0
IMOLTL=—set_L t up barrier wall i........— ---I—$31,35K6-0—
Total
The project commencement was March 22, 2021
Contractor agrees to accept the increase in monetary compensation and hereby waives and releases any and all claims for
any additional compensation related to these change order bid items.
This Change Order 4 net change is an 'increase of$31,355.00 and represents,(0066) % of the original contract price,
This Change Order 4 adds 8 working days to the project.
Not valid until aparoved bv Owner,Architect..Cit agplicablpj,,andC,ontractor
CONTRACTOR
ENGINEERING SERVICES DIR�E Judith Clarke,P.E. D'Ttd,,,-d b,J�d,th Ck,klr P-1� Date
D—202-2-10 12 50 05 00
Kevin G.Wilson,P.E. Date
ASSISTANT COUNTY ADMtNISTRATOR 2022.02.28 13:17:47-05'00'
ffa—te
FDOT(SCOP FUNDED 441059-1-54-0VG11},f193
Note: FDOT does not fund change orders but must acknowledge, Date
MONROECOUN Y MTRNEY
lil DA 1,0 F0,0i:
S I qTA NI"C"I UN Q k,f
DIATE 024122
Change Order Aftachment per Ordinance No. 004-1999
Change Order was not included in the original contract specifications, Yes [Z No
If Yess, explaiiatioii:: Unforeseen coiiditioiis::
Due to underground uti fity con ffict iN ith existing seiNcrari additional structure iNas require see RF 1020. S-7A
maiihole iNas added atthe contract unit price ot'S2,935.00.
Due to underground uti I ny con ffict iN nth existing iN ate rfine an additional structure iNas required see RFI 02t. S-7B
maiihole iNas added atthe contract unit price ot'S2,935.00.
Due to underground utifity conflict iN ith existing sciNcrand the loiNcring ofthe floiNlme from S-7B ANC must
replace S-7 iN nth a.larger structure see RFI 02L The contract urfit price is slightly higherthaxi stateiN ide a,Nrerage
iNhich is due in part by the location iNithin the State aridthe extremely aggressiNre criNrii-onment aild hard.ground
the unit price is S9,980,00,
The original structure S-7 must be reMONred iNhich is connected to tNNo pipe runs to accommodate the larger S-7
per RFI 02L The negotiated unfit.price for this iNork is S2,505.00.
Due to the unforeseen underground utility conflict additional MOTiN ith detours iN ill be required. The intersection
iN ill ha,Nre to be closed and detour For Four days. The negotiated lump skim urfit.price For the additional MOT is
S"UM(MM.
In addition,the County agreed to split.oFS t0,000 For the additional S20,000 mobilization caused by it: not alloAN ing the
iNork in this section to occur iN n1i closure oftNNo iNa.y traffic at Flagler and First.
The tota] axiiount ofthis change order 4 is S")L'3)55M. The contractor requested 8 day's For the additional ANork
iN h i ch iN c fi nd acce pta.b I c
• Change Order was included in the original specifications, Yes [:1 No
If Yes, explanation of increase in priice::
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater), Yes El No Z
If Yes, explanation as to why it is not subject for a calling for biid::
• Project engineer/architect approves the change order, Yes Z No El
If No, explanation of why:
• Change Order is correcting an error or emission in design document, Yes sE]No [E
Should a claim under the applicable professional liability policy be made? Yes sE] No E
Explaiii:
� 6
31.00 Overseas Highway
Marathon Florida
VIA. Emarl Februa 23, 2022
To: Monroe County Engineering
Debra. London
Vie. Largo, FL, 33037
Project: 44 t959-4-54-0 t... tst Street axid Bertha. trea C: West
Count.v: Monroe
s. London
Chaxige C1rdei-04 is due to unt" reseen conditions at the intersection ofBert➢a.axid Atlantic Ax c, response to FI's
Due to underground utifity conflict iN ith existing sciNcr axi additional structure iNas required see RFI 020. S..7A
maxihole iNa.s added atthe contract unit price of'S2,935.00.
Due to underground utifity conflict iN ith existing iNat rfine an additional structure iNas required see RFI 02 t. S..7B
maxihole iNas added atthe contract unit price of'S2,935.00.
Due to underground utifity conflict iN ith existing sciNcraxi tthe loiN :ring ofthe floiNAnne From S-7B iNe must
replace S-7 iN ith a.larger structure see RFI 02 L The contract unit price is slightly high rt:haxi stateiN rde axcrage
iNhn h is due in part by the location iN n hin the State axidthe extremely aggressnx,c crix ironcn ent axid hard.ground
the unnt.price is S9,98 0.00.
The original structure S-7 must be nemox ed iNhn h is connected to mo pipe guns to accommodate the larger S-7
per RFI 02 L The negotiated unnt price fiorthns iNorC is S2,505.00.
Due to the unut:oreseenu underground utility conflict additional MOTiN ith detours iN ill be required. The intersection
iN ill ha.x c to be closed and detour Eor ni:our days. The negotiated lump skim unnt.price fior the additional MOT is
RK00( )00
The CnA, ofKcA West requested additional MOT fior phases lf[A. & B iNhich resulted in additional S&S MOT
plaxis, MOT set.-up, axid mob i I rzation of pa.ving axid striping creiNs. The County and it. agreed to split the
additional cost iNhich totaled S20,000.00. This AN ork order includes on IA,the Count responsibi I itv SR000,00,
The total axiiount of-this chaxige order 004 is S'3)L355,00, The contractor requested 8 day's fior-the additional iNork
AN h i ch ANC; fin acce pta.b I c
Sincerelv,
Jackson Ta.vlor
Project Administrator, RSH
Cc Debra Loi�&m'Mmroo Countx' Jasoin'rnOMo. broit vvflk�iis� u'flo
Page 2 of 2
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RF1020REV
Frorn: ro: R5&I-I
ahlene Enterprises Inc 3100[overseas C-IWY
11300 NW 97th Ave, Marathon, Fi. 33050
Medley, FL 33173
Phone: 305 805 6357 Phone. (561)436 2860
Project Name: First& Bertha Receipt Logged;
441. 5 -1-54-01
Submitted BY: Date: 1.1/18/21 DWG/Spec no./Revision/Detail/Sec, No,
Ariel Santos Drawing No, 36
Subject: Waterline Conflict
Issue &Suggested Solution-
Issue:There is a waterline that rums east to west at about station 208+75 left of f L that conflicts with the
purpose 1.8-inch drainage pipe from S-9 to S-7, The flow line is at about elevation-3.39 and the waterline is at
about elevation--2.00.
oluti w Install a manhole structure S 7A at station 208+84 in line with S-7 &S-`P. S-7A would have a flowline
of-4.75 back and a flowline of--3.41 ahead,This would allow 8 inches of separation between the waterline, and
the drainage pipe.
Engineering Dept, review
Solution:
t-.AL Drainage 'E"OFl is in ..greeniera with, the propf..sse .i soli,irion as (.IR ,,;cri red above. Pefr c17ordintxhffl'l
with FID ter +. # ' :aepar atd:in bettiftle n the waterline .and drainage pipe fill-sr be C61et for clearance;
however, 1.2 ' is, },-,refer red, 1 he,contractor has c/omfiiCY'ed an atom dearan e G" Hl be achieved i a the
proposed so ult i,.n,
Digitally signed by
Shan Patel
Shan Date:2021.12,01
15:43:10 05'00'
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RF1 021
F From: 0: RS&H
-ro Zahlene EnterpHses Inc 31.00 Overseas MY
- ' s e � rp 1.1.300 INW 97th Ave. Marathon, Fl�. 33050
J
M '1 1 7 2
edlley, FIL 331.78
Phone: 305 805 6857 Phone: (561.)436 2860
8
ed
e e�: gg::c::
ed:
g Project IName: Hrst& Bertha Rec6pt Log
-c o
441.959-1-54-01.
Submftted By: Date: 1.2/1.5/21. D WJVG/�Spec no./Revisio)n/11)(e�tai�ll/Se�c. INo.I o
AHel Santos Draw�ng INo. 36 &46
Subject: Force maim confhct wrth draiinage pipe near S-7.
Issue &Suggested Solutron:
Issue: There its a 30-rnch sewer force main M confHct wfth the draiinage pipe from S-7 to S-7A. The force maim
top of pipe ellevatron its -2.42, whrch would make the flIo Ibe at -4.92.the pllan show the flIo Ibe at -7.05.
Thrs confIrcts wfth the proposed 1.8-rnch draMage pipe from S-7 to S-7A.
Solution: Remove S-7 IDBII and Mstall a tallller S-7 IDBII to accommodate the new flIo Ibe ahead of -7.35 and
provide S-7B wrth flIo Ibe BK at -7.42 and Ali ,4.68. If thrs its acceptablle the contractor M11 submrt shop
draw�ngs for both structures S-7& S-7B.
En&eerr n IDept. Rev ew
Solutron:
EAC'ls ln agreement wlth the sohAlon provided al.,mve,, however, EAC'reclorn rn ends that the S-7
stn,ic'U,ire shall contaln a 2' s�,.irnp,, [.,.�elow the lowest flow llne elevatlon,
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