Item C17 C.17
BOARD OF COUNTY COMMISSIONERS
County of Monroe Mayor Sylvia Murphy,District 5
The Florida Keys l'U � � Mayor Pro Tern Danny Kolhage,District 1
�pw° Michelle Coldiron,District 2
Heather Carruthers,District 3
David Rice,District 4
County Commission Meeting
July 17, 2019
Agenda Item Number: C.17
Agenda Item Summary #5746
BULK ITEM: Yes DEPARTMENT: Project Management
TIME APPROXIMATE: STAFF CONTACT: Ann Mytnik(305) 292-4439
N/A
AGENDA ITEM WORDING: Receipt of monthly change orders for the month of June reviewed
by the County Administrator/Assistant Administrator.
ITEM BACKGROUND: There were five change orders considered and approved by the County
Administrator/Assistant Administrator during the month of June, and three additional change orders
that were approved in May that were inadvertently omitted from May's report. The total number of
change orders being reported in this agenda item are eight for a total of$203,012.90.
PREVIOUS RELEVANT BOCC ACTION: On September 9, 1998, Ordinance No 027-1998 was
adopted in order to provide that the County Administrator may approve separate, non-cumulative
change orders for construction projects and professional service contracts in amounts not to exceed
$50,000 (as amended per Ordinance No. 024-2015), or 5% of the original contract price, whichever
is greater. The BOCC requested a monthly report of all change orders considered by the county
Administrator.
CONTRACT/AGREEMENT CHANGES:
N/A
STAFF RECOMMENDATION: N/A
DOCUMENTATION:
Change Orders
FINANCIAL IMPACT:
Effective Date:
Expiration Date:
Total Dollar Value of Contract:
Packet Pg. 1251
C.17
Total Cost to County:
Current Year Portion:
Budgeted:
Source of Funds:
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: If yes, amount:
Grant:
County Match:
Insurance Required:
Additional Details:
N/A
REVIEWED BY:
Cary Knight Completed 07/01/2019 4:06 PM
Chris Ambrosio Completed 07/01/2019 4:36 PM
Kathy Peters Completed 07/01/2019 4:44 PM
Board of County Commissioners Pending 07/17/2019 9:00 AM
Packet Pg. 1252
C.17.a
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C.17.a
O OE COUNTY/ G W E G/ PRoga MANAGumw
C N,ACr CHANGE ORDER
PROJECT TITLE: CHANGE ORDER NO:2
East Martello Roof Replacement
INITIATION DATE:
TO CONTRACTOR: CONTRACT DATE: August 15,2018
Roofing by Ruff,Inc.
1010 Kennedy Drive Suite 201
Key West,FL 33040
The Contract is changed as follows:
The original(Q W)(Guaranteed Maximum Price) 794,000.00
Not change by previously sulhorized Change Orders.. ... . ... .... ........... 78,261.00
The "" M (Guaranteed Maximum Price)pricy to this Change order wes. ......,..., 872,261.00
The( )(Guaranteed Maximum Price)will'be A (decreased)
(unchanged)by this Change Order, 37,300.00
The now(;Q,g gJUW(Guaranteed Maximum Price)Inoiuding this Change Order is. ,,.,, 909,561.0D
The Contract Time will be(jgr AM(decreased)(unchanged)b'y.. 60 days
The date of Substantial Completion as of the date of this Change Order is...... ....„,,,,,...,,, .May 10,2019
Detailed description of change order and justification:
8e Exl7an ftOMeofnetc i d.g � ar
end
by Owner.AEOKqg kill III I labkL and Contractor
CID
r2jj � n
ARCHITECT: ,. C
Bender&aasoc to Arcicls,P.A, Date
CONTRACTOR: S 2
R oq0 a by Ruf in tea e
DIRECTOR PROJECT MANAGEMENT;
C nig D
COUNTYIDEPUTY ADMINISTRATOR: " . 23 May 2019
R, I n Gestesi Date
Kev n Wilson
Christine Hurley
Packet Pg. 1255
C.17.a
Change Order Attachment per Ordinance No. 004-1999
e Change Order was not included in the original contract specifications. Yes® No❑
If Yes, explanation: Copper chimney caps were part of the existing design, however they were
a substantial tripping hazard, and not historically accurate, and as a result needed to be
removed. Some patching was Included, however the areas requiring patching were greater
than anticipated. The door was not Included originally because the rotting of the door was
unforeseen.
e Change Order was included in the original specifications. Yes ❑ No
0
If Yes, explanation of increase in price:
e Change Order exceeds$50,000 or 5% of contract price(whichever is greater). Yes❑ No
to
If Yes, explanation as to why it is not subject for a calling for bids:
e Project architect approves the change order. Yes ® No❑
to
If no, explanation of why:
0 Change Order is correcting an error or omission in design document. Yes []No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
Packet Pg. 1256
C.17.a
PCO 8 Rx Chimney Cvrs&Patch
Materigis Unit Unit$
I
FRT lumber&plywood 1 lot $75.00 $75.00
Alphaguard base 2 kit $350.00 $700.00
Alphaguard top 2 kit $277.70 $555.40
Alphaguard fleece 1 lot $122.85 $122.85
granulated cap sheet,torch grade 8 1 sq roll $75,41 $603.28
primer 1 5 gal $63.65 $63,65
propane 4 201b $25.00 $100.00
dump fee 1 lot $55.00 $55.00
4 panel door slab,2'6"x 6'-8" 1 lot $551.00 $551.00
paint, brushes, rags,cleaner 1 lot $162.00 $162.00
$0.00
Subtotal Materials $2,988.18
Tax 6% $179.29
Total Materials $3,167A
Labor #of Man HIM Rate oa o
Remove pavers, concrete pad and covers, frame 4 36 $85.00 $12,240.00
&sheath the chimney opening,flash the sheathing $0.00
&tie into roof coating, patch the concrete slab& $0.00
set new pavers $0.00 0
$0.00
Demo Kemper, prime deck&torch in 8 4 30 $85.00 $10,200.00
contiguous squares $0.00 C)
$0.00
Replace door, repair stucco, paint cupola 2 40 $85.00 $6,800.00
$0.00
Labor Total $29,240.00
Week Rate Cost
Scissor lift $0.00
Spot a pot 2 $110.00 $220.00
$0.00
Total Equipment $220.00
Subcontractor
LP shop dwgs preparation, $800.00
Sub Mark up @ 5% $40.00
Mark up @ 10% $3,262.75
Subtotal $36,730
Bond $569.32
Subtotal $37,300
Total $37,300
Page 1 of 1
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C.17.a
MONROE CouNTYANG E G/ PROJECT : :AEG
CONTRACT CHANGE ORDER
PROJECT TITLE:
Monroe County Library&Adult Education Marathon Branch INITIATION DATE: 06/14/19
CHANGE ORDER NO: 1
TO CONTRACTOR:
Pedro-Falcon Contractors, Inc. CONTRACT DATE: 03/21/19
31160 Ave C
Big Pine Key, FL 33043
The Contract is changed as follows:
The original Contract Sum................................... ..................... ,"...".,....,.,.,,$7,016,385,00
Net change by previously authorized Change Orders, $0
The Contract Sum prior to this Change order was...... .,,, .,.,$7,016,385.00
The Contract Sum will be increased by this Change Order..,....," ,........." "".....$52,920.00
The new Contract Sum Including this Change Order is....,................ .........",.,,.".,.,,. ""......$7,069,305.00 �-
The Contract Time will be unchanged by............... ...................... .................... n/a
The date of Substantial Completion as of the date of this Change Order is..._. „ „ ., 6/1/20
� ? �err independent rr r and justification:
Detailed description of change order n r f r.Ujis ProAf, cl, The...Florid /te S /: / fir wn _q/re
rr trd ull/ r s e rr /a rrra�alf+s rra. /Ie�ra//a rr l fP/ %%s rr ev llrr/al
alr tr//re irrs o rr r rs" ' f a rr ' rr v�+ / irr err rrf
rr c r°la sere rr / /a" l r veil/ rt lr a fr fire Sclroo/ i ri /'l r7r►ln arrrl lrr_ e Pica
Team. �
This clear
Not Vol urr ql al ned Ow r r h f llcabge and Contr c r
ARCHITECT:
Date
CONTRACTOR: De
DIRECTOR PROJECT MANAGEMENT
Xte
COUNTY/ASSISTANT ADMINISTRATOR: °°" 11 June 2019
Rrrrn n Castesi Date
Kevin Wilson
Christine Hurley
Packet Pg. 1258
C.17.a
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes X No ❑
If Yes, explanation: The role of Building Inspector was not included in the original RFP or executed
contract.
• Change Order was included in the original specifications. Yes ❑ No X
If Yes, explanation of increase in price:
0
• Change Order exceeds$50,000 or 5%of contract price(whichever is greater). Yes❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project architect approves the change order. Yes ❑ No❑ NIA ® (by signature on first Change
Order page) C3
If no,explanation of why: �
• Change Order is correcting an error or omission in design document. Yes ❑ No
Should a claim under the applicable professional liability policy be made? Yes ❑No
Explain:
Packet Pg. 1259
Pedro Falcon Contractors, Inc.,
General Contracting
31160 Avenue C,Big Pine Key,FL 33043-4516
(305)872-2200 a Fax(305)872-2219-falconel(Pbellsouth.net
CGC1507617
Request for Change Order
13 May 2019
Project: Education Center
Change Order Request No: PCO - 001
Description: Llrqjjcle I_ esA).�D Alt eLre L._j 0
ltem,I---.Provide Commercial fluildihe Permit lhvvec�Lion Services Iler Aftch
,PrOposal froaj&ll Its s metio n 'Yervices PiMowl#1 1,L2 Dakil 05108119
gect Iny L
For a 12 Month Period on q Lump Sunt Basis
0
Project Inspection Services.......................... .........................$48,000.00
Overhead@ 5%............................................................... .....................................$2,400.00
Subtotal......... ....... ................ ......... ...... ................$50,400.00
0
Profit@ 5%....................................__...... ...... .........._ ............. ...... .............._32,520.00 0
Net Amount of Request for Change Order:...................................................$52,920.00
Additional Time Requested for Change: E
None.
Should project require additional inspections past the 12 month period from NTP Date of
01 June 2019, that are not directly caused by the Conti-actor, then an additional fee of
$2,756.25 will automatically be invoiced on a monthly basis until final inspections are
completed and project closed.
Respectfully Submitted,
Ken Bygler
Prqject Manager
Industrial • Commercial -Institutional • utility
Established 198S
Packet Pg. 1260
ALL ASPECTS INSPECTION SERVICES,
LLC
24478 Overseas Hwy �� ��
Summerland Key, FL 33042 US
(305)745-1200 A S
peg@allaspectsfikeys.com
ASPEC'TS
O ..„
ADDRESS PROPOSAL# 1122
Pedro Falcon Electrical DATE 05/08/2019
Contractors Inc.
31160 Avenue C
Big Pine Key, FL 33043
0
DATE DESCRIPTION M:„p "°M°' RATE AMOUNT
as
05/08/2019 Commercial Building Permit Inspection Services 1 48,000.00 48,000.00
Marathon Library-3490 Overseas Highway,Marathon, FI.
13,969 sf reinforced concrete masonry structure.
Monroe County School District is the Authority having
jurisdiction.
This proposal is based on a maximum 12 month project
duration.
The fee will be payable on a monthly basis. ($4,000.00 per
month)
Should the construction schedule be accelerated to less than
12 months,a balloon payment of the balance of the fee shall be
due.
Should the project extend beyond 12 months,the monthly
Inspection fee for this time extension will be$2,600.00 if the
project is still active. If for whatever reason the project
becomes inactive,the monthly inspection fee will be$1,500.00
for the period of inactivity.
TOTAL $48,000.00
Accepted By Accepted Date
Packet Pg. 1261
C.17.a
L ASPECTS
ON
24478 Overseas Highway, Summerland Key, Fl. 33042
GENERAL CONDITIONS
SCOPE AND MANNER OF SERVICES:
Perform as a Private Provider inspector in accordance with Florida statute 553.791.
Complete all required inspections to comply with Florida Statutes, The 6th Edition of The Florida Building Code
(2017), and any specific requirements of the local Building Official.
Report and log all inspections to the Local Jurisdiction Building Department.
Upon completion of all required inspections and re-inspections(if necessary) and the work has been complete
in accordance with the approved plans and building code, a Certificate of Occupancy or Certificate of
Completion will be issued by the Building Official.
All scheduling and management will be based on the approved engineered plans for the project and
requirements of State and/or International Building Codes and local codes and ordinances.
GENERAL PROVISIONS OWNER AND/OR CONTRACTOR:
The General Contractor of record will be responsible for meeting all of the requirements of the 6th Edition of
The Florida Building Code as well as complying with all of the guidelines and restrictions of local regulations
and ordinances.
All Contractors including subcontractors shall carry and submit upon request all local and state licenses and
copies of Insurance.
The Contractor including subcontractors will be responsible for maintaining a current state license, competency
card, and insurance throughout the duration of project.
Inspections cannot be performed for any trade if license or insurance is expired or voided. E
Full Coverage General Liability and Workman's Compensation as per Florida law. The Contractor including
subcontractors shall be responsible for complying with all Health and Safety/OSHA laws and regulations as
they are applicable to this project.
All Aspects Inspection Services, LLC reserves the right to terminate this contract at any time if the Contractor
or its Subcontractors does not construct the project in accordance with approved plans, does not obtain
revisions from the design professional if needed, does not perform the work in accordance with current building
codes, does not stay within scope of permit, does not attempt or cannot remedy deficiencies identified by All
Aspects Inspection Services, LLC, does not maintain safe working conditions, or willfully and knowingly
violates State Statutes or local ordinances.
Page 2 of 2
Packet Pg. 1262
C.17.a
MONROE COUNTY/ENGINEERING/PROJECT MANAGEMrNT
CONTRACT CHANGE ORDER
PROJECT TITLE: Pigeon Key Ramp Rehabilitation Project CHANGE ORDER NO:2
INITIATION DATE: 6/6119
TO CONTRACTOR:American Empire Builders, Inc. CONTRACT DATE: 12/19/18
The Contract is changed as follows:
The original Contract Sum ........ .$1,960,000.00
Net change by previously authorized Change Order................... . ......$477,103.68
The Contract Sum prior to this Change order was. ....... $2,437,103.68
The Contract Sum/Time is not affected by this Change Order 2 $0.00 4)
The Revised Contract Sum including this Change Order................ $2,437,103.68
TECHNICAL SPECIFICATION CHANGE ONLY
O
Tire to the logistics and Inability to get ready mix Class IV concrete(contract item 400-4-5) onto
Pigeon they island within the FOOT specified allowable placement timeframe,the FOOT District
IV and VI Materials Lab and the project; POR have approved the use of an alternate APL �
approved mix that meets the 5500 d 61 requirement, in place of the plant ready mix Class IV
Concrete originally specified by the iOR. The CFI concurs with this change order, The Change
Order 2 docurnentation Includes: RFI14 executed by the FOR„ and the FOOT Approved Product
List(APL)for the concrete being used. No microsilica„flyash or silica,furne is allowed.
Notes: C)
This is a technical specification change only and there are no resulting changes to the c%
contract bid line Items or contract time.
CONTRACTOR ... f
ENGINEERING SERVICES DIRECTOR � 6 �� ,�� � % �
ASSISTANT COUNTY ADMINISTRATOR
�" Date
� E
Date .�
FLORIDA DEPARTMENT OF TRANSPORTATION/FHWA
Pigeon Key Ramp Bridge#904480 Rehabilitation
FPN:43656,6-1
Contract: GOW60
Federal Id: D618-030-8
Acknowledgement:
Date
i
6.5.19 AEB CO2 PKR
Packet Pg. 1263
C.17.a
Change Order Attachment per Ordinance No. 004-1999
Change Order was not included in the original contract specifications. Yes® No❑
If Yes, explanation:
Engineer of Record (Metric Engineering, Inc) specified ready mix concrete which is logistically
9 Y
impossible to get to island within FDO7 specified placement timeframe.
�w
Change Order der was included in the original specifications. Yes❑ No
If Yes, explanation of increase in price:
0
e Change Order exceeds$25,000 or 5%of contract price(whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
Construction in progress.
e Project engineer/architect approves the change order. Yes® No❑ e3
If no, explanation of why:
e Change Order Is correcting an error or omission in design document. Yes[]No
Should a claim under the applicable professional liability policy be made? Yes❑No
C)
Explain:
6.5.19 AEB CO2 PKR
Packet Pg. 1264
C.17.a
REQUEST FOR INFORMATION NO. 14
1"rato: Rigoberto Tirado To: Jordan Salinger
American Empire:Builders, Inc WSP
I
Phone: 305-261-9276 Fax: Phone:305-916-5690 Fax:
Project Name: Receipt Logged:
Pigeon Key Rarnp Rehabilitation Project 5/28/2019
Submitted By: Date: 5/28/19 DwF)Spec No./Revision/Detail/Sect.No.
Rigoberto Tirado Pay Item 0400-4-5 Concrete Class IV Substructure
Subject: Concrete Class IV Substructure
Problem&suggested solution:
Due to availability and logistics issues with the Concrete Class IV required for the retrofitting of the
foundations,we propose the use of a mix of SikaQuick-1000 cementitious mortar and gravel(Attached a
you will find the product's data sheet).
0
t�
Erg ineedn lDe t. Review 4)
Solution
We take no exception to the Contractor's request to use SIKA 1000 expanded with graded gravel
for the repairs.
AND
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3y: SS
Sc ltmtion ley: Soheila Sadou h,PE jute:05-29-19 la�1 . De tt. Date:
Packet Pg. 1265
C.17.a
PRODUCT DATA SHEET
SikaQuick@-1000
RAPID HARDENING REPAIR MORTAR WITH EXTENDED WORKING TIME
PRODUCT DESCRIPTION CHARACTERISTICS/ADVANTAGES
51kaQuick''-1000 is a one-component,rapid hardening, •Specially suited for warmer weather applications when
early strength gain,cementitious,patching mortar for extended working time is required
concrete.SikaQuick°-1000 LD is a low dust version of •Epoxy coatings can be applied as early as 6 hours at 730
this formula. F(230 Q.
•Freeze/thaw resistant
USES •Easy to use-labor-saving material 4)
•Not gypsum-based
•On grade,above grade and below grade concrete con- •High early strength
ditions a Open to foot traffic in 4 hours/Open to vehicular
•Highway overlays and repairs traffic In 6 hours at 730 F(230 C)
•Structural repair material for concrete roadways,park- *Easily applied to clean,sound substrates
ing structures,bridges,dams and ramps •SlkaQuickm-1000 LD is an available,low dust version of
•Full depth patching repairs(may require multiple lifts) this product.
•Economical patching material for horizontal flatwork
repairs of mortar lines and concrete surfaces APPROVALS/STANDARDS
•Rapid hardening as defined by ASTM C 928
PRODUCT INFORMATION
Chemical Base •SikaQulck" 1000 is a blend of cement,select aggregates and specialty addit- 0
Ives
■SikaQuick'a-1000 LD is a blend of cement,select aggregates,low dust and
specialty additives
Packaging 50 lb(22.7 kg)bag
..,..�....�..-...�._ _
Appearance/Color Gray powder
Life 12 months from date of packaging
manuffa manufacture if stored properly in original,unopened
pened
and undamaged,sealed acka in
Shelf
...�._ . ...�.....-......�w �„_ ... _ �.� ... ------
Storage
Conditions Store dry at 400—950 F(40—350 C)
Protect from moisture.If damp,discard material
Product Data Sheet
SlkaQulck•-3000
November 2019,Version 01 D5
020302040040000011
1/5
Packet Pg. 1266
C.17.a
TECHNICAL INFORMATION
Compressive Strength 1 day hours � 4,000(751�2 S MP,a) � (ASTM 73°F 23'C)
),
7 days 5 000 si 34 5 MPa 50%R.H.
28 days.. 7 0... P._.
,mm 0 si_ ,3 MPa)...��
Modulus of Elasticity in Co �2 .... _ ._. 6 06 psi
(32 ) ._....m, ... ...m...........C- 6)
..._ X 10 SI 32 GPa _....... (ASTM C-469
Compression 28 days e
73'F(23°C),
50%R.H.
.......
Flexural Strength. ,,.,,. _ __....._� ,. .....e..,.
7 days 4 700 00mpsl(4.8 MPa) (ASTM C 293)
V
psi(6.2 MPa) _ _ 73'F(23'C),
28 da s 1 000 i 6 MPa 50%R.H.
. . ,._.. ,.w ,.,.,...
Splitting Tensile Strength 1 day 200 psi(1?4m Pa _ (ASTM C 496)
7 days ,.... ....._ 10 w(2 1 MPa.).. .. 73'F(23-C),
28 da s 400 sl(7 8 MPa 50%R.H.
��.�.. .. ........� .- �...m .... .����.. ��.� .... ._..�. .,�.......�APproximately 300 psi(2.1 (ACI 503..._ cs
Tensile Adhesion Strength 28 days R)
MPa) 73'F(23-C),
Substrate failure 50%R.H.
...................__.
Shrinkage 28 da..��.......
/ ASTM C 157 �
Vs 006 0
modified per
ASTM C-928)
730 F(230 C),
50%R.H.
Abrasion�Resistance — e 0f wear at (0.66 y w 730 F(230
28 days 0 026 Inch 0.66 mm (ASTM C 77
Resistance y ( ) y� �
C),
50%R.H.
Freeze-Th.......wo_... �y 2 y � .. ... ... . _...�. (...a._.....�.....6 �
Freeze-Thaw Stability 8 days 983'0 ASTM C 66)
g Resistance _
Freeze Thaw De-icing Salt 5 µ._.._.. �— .� ..,...... ��.......�. w�-.n� .w ,,,,,�...__..-
0 cycles 0.080 lb/ft2(391 grams/ (ASTM C 672)
m
Rapid Chloride_...._.Pe.�..._.. � �.� ...,.. _ � (�... _
Permeability <1,000 Coulombs (ASTM C 1202
AASHTO T 277)
730 F(230 C), (�
50%R.H.
.... _ ...... , . ....�—.-.......... _._._.. _ ...............- . ..... .............. -... ._.
APPLICATION INFORMATION
Mixing Ratio
Coverage Nat 5 pints(2.1—2.4 L)
g ( 0.43 ft3(0.012 m3 .w..®
...,
_.._ 8 ft3(0 017 m3)
inch10 mm) ea ravel
Exte�ded wrth25 Ib s 11.4 kg)of 3/8 0 5... .. � ...._..._ ..mww ..... . m....�
(Yield figures do not include allowance for surface profile,porosity or materlal waste)
p
Cogsum t,on ...,-...._.._W._.. ..30�.__ .. . ,.�.... ...�.. ....._.
/Yield/Dosage(PRINT
single line
Layer Thicknes..._..�.....-� ..._.ww.�.�...__.. � _._.....��..__ ............ ... -�.. ._..._. ._
s Min. Max..
Neat ........,-.—....... W— .1/4 6 m Inchm),__ .... 2 inches SO mm)
Extended , O 1 Inch$25 m7jr 1� 6 Inches 2 rra m
•Do not feather edge
a Do not exceed 7 inches(178 mm)slump when extended
Product Data Sheet
SikaQulck"-3000
November 2018,Version 0105
020302040040000011
2/5
fIl DING T11419J °III"'
Packet Pg. 1267
C.17.a
Product Temperature 650—750 F(180—240 C)
AmbientAir Temperature a.....�..,.. .. _ .M.......... ... �an.,. � _ ..W.e .w. - -.v,...m, A......_�.....�-. .._._w.�. m .�,,-�.,w.... ....._w.r
>40o-950 F(40 350 C)
) �.... ....,,r,v .
Substrate Temperature >400 (40-350 C 950 F .
w ..
Set Time 35—85 .. ............_._. w_. .... .... . .. .�- _nn.-.
minutes (ASTM C 266)
730 F(230 C),
_ 50%R.H.
.._
Final Set Time � ..... .n. . '•120 minutes
m..µ_.-.��...__
(ASTM C 266)
730 F(230 Q,
50%R.H.
APPLICATION INSTRUCTIONS . mm. . .... , .. .a..0 �..—... ..�....�„_..... _._....��,w� .�� — ... .......... �.......
MIXING
SURFACE PREPARATION •Wet down all tools and mixer to be used.
•Pour the required amount of clean,potable water[ap-
•Concrete surface must be clean and sound. proximately 700 F(210 C)]into a suitably sized and
• Remove all deteriorated concrete,dirt,oil,grease,and clean mixing container,using a calibrated measuring
other bond-inhibiting materials from the area to be re- jug or similar,to ensure strict controlof the water con-
paired. tent. Do not over-water.
•Be sure repair area Is not less than 1/4"(6 mm)deep. •Add 1 bag while continuing to mix with a low-speed
■Preparation work should be done by high pressure wa- drill(400-600 rpm)and mortar mixing paddle,or in an
ter blast,scabbler or other appropriate mechanical appropriate morter mixer.
means to obtain an exposed aggregate surface profile •Once all the powder has been added,mix to a uniform
of t 1/8"(3 mm)[minimum CSP-6], consistency,maximum 3 minutes,until a lump-free
•To ensure optimum repair results,the effectiveness of blend is achieved.
decontamination and preparation should be assessed •Thorough mixing and proper proportioning of the
by a Tensile Adhesion Strength(pull-off)test. powder and liquide Is necessary. a)
•Saw cutting perimeter edges of concrete repair area at a To help control setting times,colder water may be used
a dovetail is preferred. in hot weather and warmer water may be used in cold
•Substrate should be Saturated Surface Dry(SSD)with weather,
clean water prior to application.No standing water •Inaccurate proportioning of the powder to liquid will
should remain during application. result in a finished product that may not conform to
•Rust,scale,mortar,concrete,dust and other loose and the typical published performance property values.
deleterious material which reduces bond or contrib-
utes to corrosion shall be removed from steel rein- •With water or undiluted SikaLatex'R:Pour 4.5 pints
forcement. (2.1 L)of liquid into the mixing container.Slowly add
Surfaces shall be prepared using abrasive blast clean- powder,mix and adjust as above.Add up to another 0
ing techniques or high pressure water blasting to 1/2 pint(0.24 L)maximum of liquid to achieve desired
acheive a bright metal finish. consistency.Do not over-water.
PRIMING •With diluted SikaLatex'R:SikaLatex'R admixture may
be diluted up to 5:1(water:SikaLatex'R)for projects
•Concrete substrate:Prime the prepared substrate with requiring minimal polymer modification.Pour 4.5 pints
a scrub coat of SlkaQulck®-1000/SikaQuick•-1000 LD (2.1 L)of the mixture into the mixing container.Slowly
prior to placement of the mortar.The repair mortar has add powder,mix and adjust as above.
to be applied into the wet scrub coat before it dries.
EXTENSION WITH AGGREGATES
■Reinforcing Steel:Steel reinforcement should be thor-
oughly prepared by mechanical cleaning to remove all •For applications greater than 1"(25 mm)in depth,add
traces of rust.Where corrosion has occurred due to the 3/8"(10 mm)coarse aggregate.
presence of chlorldes,the steel should be high pres- •The typical addition rate is 25 Ibs(11.4 kg)of aggreg-
sure washed with clean water after mechanical clean- ate per bag.It is approximately 2 gallons(7.6 L)by
ing.For priming of reinforcing steel use Sika®Armatec® loose volume of aggregate.
corrosion protection products(consult current Product •The aggregate must be non-reactive(reference ASTM C
Data Sheets). 1260,C 227 and C 289),clean,well graded,Saturated
Surface Dry(SSD),have low absorption and high dens-
ity,and comply with ASTM C 33 size number 8 per Ta-
ble 2.
Product Data sheet
S1kaqulck'-3000
November 2018,Version 0105
020302040040000011
�gglI11ryry��������ppII r 1
Ne�IW���sl �,�„l'�, '�',wu Ills
3/5
Packet Pg. 1268
a C.17.a
•Variances in aggregate may result in different are used,follow cure times for the bonding agents used
strengths. as a guide prior to putting SikaQuick0-1000/Sika-
•Do not use limestone aggregate. Quick°-1000 LD in service.Assure suitability with the
•Do not exceed a slump of 7"(178 mm).This may cause manufacturer of the bonding agent.
excessive bleeding and retardation and may reduce the •SikaQuick°-1000/SikaQuick®-1000 LD does not form a
strength and performance of the material. vapor barrier when cured.
APPLICATION
BASIS OF PRODUCT DATA
•A neat mix of SikaQuicko-1000/SikaQuick®-1000 LD mortar must be scrubbed into the mechanically pre- pending upon mixing methods and equipment,Results may differ based upon statistical variations de
pared,SSD substrate.Be sure to fill all pores and voids, temper-
ature,application methods,test methods,actual site
•
Force material against edge of repair,working toward conditions and curing conditions.
center. After filling repair,screed off excess.
•Allow material to set to desired stiffness,then finish OTHER RESTRICTIONS
with wood or sponge float for a smooth finish,or
broom or burlap-drag for a rough finish. See Legal Disclaimer,
•If a smoother finish is desired,a magnesium float
should be used. ENVIRONMENTAL HEALTH AND SAFETY
•To assist in the finishing process,use SikaFllm'finish-
ing aid.Consult current Product Data Sheet,
•Mixing,placing,and finishing should not exceed 30 For further information and advice regarding transporta-
tion,handling,storage and disposal of chemical
minutes maximum. products,user should refer to the actual Safety Data
•Refer to ACI 305,the"Guide to Hot Weather Concret- Sheets containing physical,environmental,toxicological
Ing"or ACI 306,the"Guide to Cold Weather Concret- and other safety related data.User must read the cur-
ing when there is a need to place this product while rent actual Safety Data Sheets before using any
either hot or cold temperatures prevail.Thinner place- products.In case of an emergency,call CHEMTREC at 1-
ments will be more sensitive to the temperature condi-
800-424-9300,International 703-527-3887,
tions.
CURING TREATMENT LEGAL DISCLAIMER
•As per ACI recommendations for portland cement con- a KEEP CONTAINER TIGHTLY CLOSED
crete,moist curing is required. a KEEP OUT OF REACH OF CHILDREN
•Moist cure with wet burlap and polyethylene,a fine a NOT FOR INTERNAL CONSUMPTION
mist of water or with a water based,*compatible cur- a FOR INDUSTRIAL USE ONLY C3
ing compound meeting ASTM C 309. a FOR PROFESSIONAL USE ONLY
•Curing compounds adversely affect the adhesion of fol-
lowing lifts of mortar,leveling mortar or protective Prior to each use of any product of Sika Corporation,its
coatings, subsidiaries or affiliates("SIKA"),the user must always
•Moist curing should commence immediately after fin- read and follow the warnings and instructions on the es
ishing. product's most current product label,Product Data
•Protect freshly applied mortar from direct sunlight, Sheet and Safety Data Sheet which are available at
wind,rain and frost. usa.sika.com or by calling SIKA's Technical Service De- 0
•To Prevent from freezing,cover with insulating materi- partment at 800-:933-7452.Nothing contained in any
al(e.g,curing blanket). SIKA literature or materials relieves the user of the oblig- cs
*Pretesting of curing compound N reeommended, ation to read and follow the warnings and instructions
for each SIKA product as set forth In the current product;
LIMITATIONS label,Product Data Sheet and Safety Data Sheet prior to
•Avoid application in direct sunlight,during precipita-
use of the SIKA product.
tion and/or when strong winds prevail. SIKA warrants this product for one year from date of In-
Use only clean,potable water stallation to be free from manufacturing defects and to
•As with all cement based materials,avoid contact with meet the technical properties on the current Product
aluminum to prevent adverse chemical reaction and Data Sheet if used as directed within the product's shelf
possible product failure.Insulate potential areas of life.User determines suitability of product for intended
contact by coating aluminum bars,rails,posts etc.with use and assumes all risks.User's and/or buyer's sole
an appropriate epoxy such as Slkadur -32 Hi-Mod. remedy shall be limited to the purchase price or replace-
Bonding agents(e;g.Sika'Armatec'110 EpoCem) ment of this product exclusive of any labor costs.NO
should not be used.Use of the neat mortar as a scrub OTHER WARRANTIES EXPRESS OR IMPLIED SHALL AP-
coat is recommended and preferred. If bonding agents PLY INCLUDING ANY WARRANTY OF MERCHANTABIL-
Product Data Sheet
SlkaQulck•-1000
November 2018,Version 0105
020302040040000011
4/5 B IIEI D IIING°I°IR USI° A&
Packet Pg. 1269
C.17.a
ITY OR FITNESS FOR A PARTICULAR PURPOSE.SIKA
SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES.SIKA SHALL
NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT
IN A MANNER TO INFRINGE ON ANY PATENT OR ANY
OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTH-
ERS.
Sale of SIKA products are subject to the Terms and Con-
ditions of Sale which are available at
https.//usa.sika.com/en/group/SikaCorp/termsandcon-
ditions.html or by calling 201-933-8300.
0
C)
C)
Sika Corporation Sika Canada Inc. Slka Mexicana S.A.de C.V.
201 Polito Avenue 601 Delmar Avenue Carreters Libre Celaya Km.9.5
Lyndhurst,N107071 Pointe Clalre Fracc.Industrial Balvanera
Phone:800-933.7452 Quebec H9R 4A9 Corregldora,Queretaro
Fax:201-933.622S Phone:514.697-2510 C.P.76920
Fax:514-694-2792 Phone:52"2 2195800
Fax:52 442 2250537
0
SikaQulck-loco-en-US-)11-2018)-1-S.pdf
Product Data Sheet
Sikaquick•-1000
November 20I8,Version o1 05
020302040040000011 HIPULDING rRus''r A00
5/5
Packet Pg. 1270
C.17.a
i
i
SikaQuick 1000 (APL Product)
by Sika Corporation (Manufacturer Website)
Active APL Certifications
• 930-008-004 (Approval Date:4/13/2010) (Service Life Expectancy: )
Previous APL Numbers
• S930-0804
Product Types
- Predominately Horizontal Surfaces Rapid Hardening
Resource Links
• FDOT Standard Specifications for Road and Bridge Construction
Random Sampling Frequency
There are no items to display.
Limitations �?
There are no items to display.
Documents
There are no items to display.
Comments
There are no items to display.
to
Manufacturer Detail
Sika Corporation
201 Polito Ave
Lyndhurst NJ 07071
201-508-6865
Contacts 1,
Report Product Deficiency
Other products In product type Predominately Horizontal Surfaces Rapid Hardening
Packet Pg. 1271
C.17.a
Cc CHANGE ORDER
PROJECT TITLE:
Ruth Ivins-Gutter and Awning repairs INITIATION DATE:01/0919
CHANGE ORDER NO: 1
TO CONTRACTOR: CONTRACT DATE:09/26/18
SeaTech of the Florida Keys,Inc.
131 Palomino Horse Trail
Big Pine Key,FL 33043
The Contract is changed as follows:
The original( )(Guaranteed Maximum Price) —.- .,$4,997.00 Net change by previously authorized Change Orders .. .......... ...........$0
The
(Guaranteed Maximum Price)prior to this Change order was...,.,„...... $4,997.00
The(Contract Sum)(Guaranteed Maximum Price)will be( r M(decreased)
(unchanged) by this Change Order.....,„$748.00
The new(Contract Sum)_(Guaranteed Maximum Price)including this Change Order is.,...,.$5,746,00
The Contract Time will be(increased)(decreased)(unchanged) by.................................. 0 weeks
The date of Substantial Completion as of the date of this Change Order is.„...................... 6/01/2019
Detailed description of change order and justification;
QA- e �� w t 1s elerrtp( t( (
�raclref lrclrll r Ogi I l l
/
t igned bv_Qwnor.Archljqctf ll' 1 r
ARCHITECT: /
Date
CONTRACTOR:
S ech r Keys, In Qata
DIRECTOR PROJECT MANAGEMENT
COUNTY/ASSISTANT ADMINISTRATOR; °� " 23 May 2019
1
o an Gastesi Date
Kevin Wilson
Christine Hurley
Packet Pg. 1272
C.17.a
Change Order Attachment per Ordinance No. 004-1999
I
e Change Order was not Included in the original contract specifications. Yes X No❑
J If Yes', explanation: Unforeseen condition.
• Change Order was Included in the original specifications. Yes®No
If Yes,explanation of increase In price:
e Change Order exceeds$50,000 or 5%of contract price(whichever is greater). Yes❑ No X
0
If Yes, explanation as to why It Is not subject for a calling for bids:
Project architect approves the change order. Yes❑ No❑ N/A
If no, explanation of why: No project architect for this project.
e Change Order is correcting an error or omisslon In design document. Yes❑No X
Should a claim under the applicable professional liability policy beimade? Yes❑No X
Explain:
Packet Pg. 1273
C.17.a
sanders-steven
From: Ryon LaChapelle <RyonL@seatech.cc>
Sent: Sunday, May 19, 2019 2:57 PM
To: sanders-steven
Subject:- Ruth Jvin - RFC 01
Attachments: RFC 01 - Ruth Ivin Center- Replace Existing Brackets.pdf
Steve,
During installation of the replacement gutters, it was determined that the existing brackets holding the remaining
gutters are very weak and need to be replaced. Please see attached a Request for Change for the replacement of the
existing brackets. Feel free to contact me anytime to discuss.
Very Respectfully,
Ryon LaChapelle
SeaTech, Inc o
305-304-8406
to
to
1
Packet Pg. 1274
C.17.a
MONROE COUNTYANGINEERING I PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE:
Marathon Medical Examiner/PW Fleet Awning Replacements INITIATION DATE: May 24, 2019
CHANGE ORDER NO: 1
TO CONTRACTOR:
Jones awnings&canvas Inc. CONTRACT DATE:7/12/2018
2801 1VW 22°' Teff.
Pompano Beach,FL 33069
The Contract Is changed as follows:
The original(Contract Sum)(Guaranteed Maximum Price)............................................$16,475.00
Net change by previously authorized Change Orders...................................................$0
The(Contract Sum)(Guaranteed Maximum Price)prior to this Change order was.............$16,475.00
The(Contract Sum)(Guaranteed Maximum Price)will be(Increased)(decreased)
(machiongg )by this Change Order.......$0
The new(Contract Sum)_(Guaranteed Maximum Price)including this Change Order Is.......$16,475.00
The Contract Time will be CincreAsedgy(decreased)(unchanged)by...15 days...............................
The date of Substantial Completf g y 4
orm as of the date of this Change Order Is.,.Ma , 18 2010
Detailed description of change order and Justification.
k oaLai ,jnn-Le, s to needing an
�s rein "4 0 oa nsf//re P ls: : arise F`iaeaf/oca/ion. ��C � � �/_��� .p.+ nf4�g .px'Mk�mprcfr� t)
we n yqh rr r /n sr/ a sir
vhl nor ll w I�afa�I. 8 8 /mil r f e tension
..._._..........
This change order is 0%of the original contract price. C3
N' t vaii+d until ne t� r rciait+act if a Ii tale nd Cont ac or' �
ARCHITECT: NIA
Date
CONTRACTOR: _ _
I / �
le
DIRECTOR PROJECT MANAGEMENT
ate
COUNTY/ASSISTANT ADMINISTRATOR: ALAY 20-1.9.
o' an 3astesl Dale
Kevin Wilson
Christine Hurley
Packet Pg. 1275
C.17.a
I
Change Order Attachment per Ordinance No. 004-1999
0 Change Order was not included in the original contract specifications. Yes❑ No
If Yes,explanation:
e Change Order was Included in the original specifications. Yes❑No
If Yes,explanation of Increase In price:
e Change Order exceeds$50,000 or 5%of contract price(whichever is greater). Yes❑No
If Yes,explanation as to why It Is not subject for a calling for bids:
C)
e Project architect approves the change order. Yes❑No
If no,explanation of why: NIA C�
e Change Order Is correcting an error or omission In design document. Yea[]No
Should a claim under the applicable professional liability policy be!made? Yes❑No
Explain:
Packet Pg. 1276
C.17.a
sanders-steven
From: Derrick Silva <derrick@jonesawnings.com>
Sent: Thursday, May 23,2019 3:04 PM
To: sanders-steven
Subject: RE: Proof of Insurance for-Jones Awnings &Canvas Inc
i
Good afternoon,
This email is in regards to needing an additional 15 days in order to install the awnings at the Medical Examiner's office
and the Public Works Fleet location.
We needed this additional 15 days due to unfavorable weather conditions such as rain and high winds which do not
allow us to install.We appreciate you giving us this extension.
Thank you,
Derrick Silva
Jones Awnings
0
From: sanders-steven [ S rakers-& rJ_ n � Q
Sent: Thursday, May 23, 2019 10:02 AM
To: Borf j r1 rr i «c tn; Jones Awnings&Canvas, Inc
Cc: mil--;fi r a r & il,; Eables-Patricia
Subject: RE: Proof of Insurance for Jones Awnings&Canvas Inc 4
Derrick,
to
As per our phone call on Monday? We are still waiting for your e-mail response to request the time extension you
need?This is so we can process a No Cost change order for the Clerk before they will make payment for this project.
Please send us the e-mail to request for additional 15 days due to??delays„ we need this from you so we can get this
project closed out?You should of been completed on May 1, and we signed it off for you on May 15 and also please
CD
sign in blue ink for same day May 15,on the two substantial completion forms we have attached now, and e-mail them
back with your time request.
Thank you,
Steven Sanders
Project Manager
Monroe County Public Works & Engineering
Project Management Department
Office: (305)295-4338
Cell: (305)395-8283
sanders-steven monroecount -fl. ov
PLEASE NOTE: FLORIDA HAS A VERY BROAD RECORDS LAW. MOST WRITTEN COMMUNICATIONS TO OR FROM THE COUNTY REGARDING COUNTY BUSINESS ARE PUBLIC
RECORDS AVAILABLE TO THE PUBLIC AND MEDIA UPON REQUEST. YOUR EMAIL COMMUNICATION MAY BE SUBJECT TO PUBLIC DISCLOSURE.
From: sanders-steven
Sent: Friday, May 10, 2019 1:45 PM
To: derr �n.[tug gr ; Jones Awnings&Canvas, Inc
Cc: fail v r c:s4, i
Subject: RE: Proof of Insurance for Jones Awnings &Canvas Inc
Packet Pg. 1277
C.17.a
Mayor Sylvia J.Murphy,District 5
County of Monroe Mayor Pro Tem Danny L.Kolhage,District 1
The Florida Ke S Michelle Coldiron,District 2
Y Heather Carruthers,District 3
David Rice,District 4
BOARD OF COUNTY COMMISSIONERS
Memorandum
DATE: 05/22/2019
TO: BOCC
FROM: Kevin G. Wilson, P:E
SUBJECT: Proposed Change Order to be Approved
0
Attached is proposed Change Order 4 1 for the Ruth Ivins—Gutter and Awning Repairs project. This
change order increases the final contract sum by $748.00. The substantial completion date remains the
same.
0
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.
0
t�
Packet Pg. 1278
u C.17.a
MONROE COUNTYANG NEERING/ PROJECT ECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE:
Fence Repairs at Big Pine Parks INITIATION DATE:05/31/2019
CHANGE ORDER NO:4
TO CONTRACTOR:
Florida Fence Corp. CONTRACT DATE:10117/18
The Contract is changed as follows:
The odglnal(Contr gt§y )(Guaranteed Maximum Price)...... .....$579,000.00
Net change by previously authorized Change Orders......... ..... ... . $5,180.00
The(Contract Sum)(Guaranteed Maximum Price)prior to this Change order was.............$584,180.00
The(Contract Sum)(Guaranteed Maximum Price)will be
(changed)by this Change Order...... .$16,000.00
The new(Contract Sum _(Guaranteed Maximum Price)including this Change Order is....... $600,180.00 0
The Contract Time will be(changed by 14 days...............................
The new date of Substantial Completion effective after this Change Order is ...06/23/19
Detailed description of change order and justification:
Vi a s�I)Fiel T lt: C LIA l r' Corr ratrrtr 1 r t rrrar"; art rro lra l f'e .(�tttr
"q .8,1RMA,and r 2+M&cernent This
r r 1ofe lie wvo ra r d ar o ale t 1 1 N �1 g ��1e0
�1 ����1e�r�rr � t M a .3 ��. �
eta/ C 2.76338 Kff rigs traC�11
valid until signed _O rn r Architect If a li l n C aoroto
ARCHITECT:
Date
CONTRACTOR:
D7a
DIRECTOR PROJECT MANAGEMENT
ate
COUNTY/ASSISTANT ADMINISTRATOR: 10 June 2019
Ran Gastesi Date
Kevin Wilson
Christine Hurley
Packet Pg. 1279
C.17.a
Change Order Attachment per Ordinance No. 004-1999
r Change Order was not included in the original contract specifications. Yes ElNo®
If Yes, explanation:.
e Change Order was included in the original specifications. Yes❑No®
If Yes,explanation of increase in price:
0
e Change Order exceeds$50,000 or 5%of contract price(whichever is greater), Yes No
CD
If Yes,explanation as to why it is not subject for a calling for bids:
C)
e Project architect approves the change order. Yes❑No®
If no,explanation of why:
C)
e Change Order is correcting an error or omission in design document. Yes❑No®
Should a claim under the applicable professional liability policy be made? Yes❑No
Explain:
Packet Pg. 1280
n C.17.a
MONROE COUNTY/ENGINEERING/ PROJECT MANAGEMENT
CoNTRAcr CHANGE ORDER
PROJECT TITLE: INITIATION DATE:June 4, 2019
Watson Park Baseball Field Lighting Repair
CHANGE ORDER NO: 1
i
TO CONTRACTOR:
Musco Sports Lighting, LLC
100 1'1 Ave W
Oskaloosa IA 52577 CONTRACT DATE: February 20,2019
The Contract is changed as follows:
The original(Contract Sum)(Guaranteed Maximum Price)............................................$42,892.00
Net change by previously authorized Change Orders............... ......$0
The(Contract Sum)(Guaranteed Maximum Price)prior to this Change order was.............$42,892.00
The(Contract Sum)(Guaranteed Maximum Price)will be increased by this Change Order..$9,780.00
The new(Contract Sum)(Guaranteed Maximum Price)including this Change Order is.......$52,672.00
The Contract Time will be(grlchanaed)by.................................................................. 0 Days
The date of Substantial Completion as of the date of this Change Order is.....................June 18, 2019 4)
Detailed description of change order and justification:
Power Was en r r"zed to the b seball 1"ieki Pi Ming after initial y ,nit and the tannis rourtl!a)thyLtLs
connected to the strap grvrc�. Itra enfris cou�e�trical Dods o/:� ipplap ire orrt r„tea properly function
and with /of thi rk will7
This change order is 22.801455%of the original contract price.
o' valld ura II si ne b Ovwnor Architect If a iicabie tl Contra+ctor
ARCHITECT: NIA
Date
CONTRACTOR: , " E
. , ate
DIRECTOR PROJECT MANAGEMENT
D ea
COUNTY/ASSISTANT ADMINISTRATOR: 11n ° ?l9
. .
Vie'0
an Gastesi Date
Kevin Wilson
Christine Hurley
Packet Pg. 1281
C.17.a
Change Order Attachment per Ordinance No. 004-1999
e Change Order was not included in the original contract specifications. Yes❑ No%01
If Yes, explanation:
e Change Order was included in the original specifications. Yes❑Not
If Yes, explanation of increase in price:
0
a Change Order exceeds$50,000 or 5%of contract price(whichever is greater). Yes No
4)
If Yes, explanation as to why it is not subject for a calling for bids:
C)
0 Project architect approves the change order. Yes❑No®
If no, explanation of why:
e Change Order is correcting an error or omission in design document. Yes❑No
C)
Should a claim under the applicable professional liability policy be made? Yes❑No
Explain:
Packet Pg. 1282
C.17.a
ONROE COUNTYANGINEERING/ PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: Stock Island II Roadway Improvements Project CHANGE ORDER NO: 1
INITIATION DATE: 6/20/19
TO CONTRACTOR: Charley Toppino and Sons, Inc,. CONTRACT DATE: 3/21/19
The Contract is changed as follows:
The original Contract Surn $3,423,967.26
Net change by prevro�,rsly authorized Change Order .$0
The Contract Sum prior to this Change order was $3,423,967 26
The Contract Sung is(increased)by this Change Order#Y $86,264.90
The Revised 1 Contract.Sum including this Change Order $3,510,232.16
Pursuant to contract article 722, the cost or credit to the owner resulting from a change in the Work shall be
deten7nined in one or more of the following:
7.2.2.1 mutual acceptance of lump sum properly itemized and supported by sufficient substantiating data to permit
evaluation
7.2.2.2 unit prices stated in the Contract Documents or subsequently agreed upon o
7.2.2.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or
percentage fee
As a result of deteriorated conditions of curb inlets not identified in the original contract documents additional inlets
are required as per the Construction Engineering Inspection (CEI)consultant and Monroe County staff.
The existing manhole pipe inverts would not work with the new pipe inverts, so the Engineer of Record (EOR)
requested to add one additional manhole. 0
E
The Green Bike Lane striping was not included in the original bid. FHWA guidelines advise green bike lane striping to
be applied in areas of vehicular conflict and approved by the Engineer of Record(EOR).
Bid item _. _. ..... 0
Description Quantity Utd�fl Unit Cost Amount 0)
fUo
1A Mobilization �"�' �'�"
425 1 Sw __..... ..._ _ 26 600 0
101- �- >10 _�_ 5 EA.._ ,� 37535 $ .
51 Inlets Curb T e P-5 $�75
25-132 Inlets Curb TAP 6 >10 1A $7 725.00 $71 501 725.007
��W�
4 _
71425 2-41 Manhope P-7o10
1 16-231 Patterned Pavement, Vehicular Area-Green 408 SY $65 $26,520,00
Bike Lane
u _.W
OH P' e �) Patterned Pavement Green $2 74 ,00
Bike Lane
$8�a„2fi4.90
This Change Order is 2,52% of the original contract price.
CONTRACTOR . ._
ENGINEERING SERVIC
�..5 IRECTOR ,. ��"��,� �Date
� ta
ASSISTANT COUNTY-ADM INISTRATO " �°' Da
Date
MAYOR
Date
6.20.19 Charley Toppino and Sons, Inc. C.O. 1
Packet Pg. 1283
C.17.a
RS&H
3100 Overseas Highway
Marathon Florida
Monroe County Engineering Department June-4,-2019
Judith Clarke,P.E.
110 Simonton Street
Key West,FL 33040
Project:442001-1-54-01 Stock Island II
Subject: Change Order#1
The summary of contract dollar changes is shown below:
i
Original contract amount.., ....................... ........„.... ,....... ......,.......$3,423,967.26
Net change by previous authorized change orders ............ ......... ,,.., ..„.„„„.„ „............$0.00
The contract sum prior to this change order ......,. .......„, $3,423,967.26
The contract sum will be increased by this change order#1
The new contract sum including this change order................................................$3,507,490.43 0
Below is a detailed description of change order#1;
Pay Item 101-IA Mobilization
The Green Bike Lane striping was not included in the original bid,which requires addition mobilization. This resulted in an 4)
overrun of 1 LS �a
Pay Item 425-13-51 Inlets,Curb,Type P-5>10 C3
Due to the deteriorated condition of the existing P-Top inlets Monroe County decided to replace them. U)
Replacing S-3, 9, 13, 17 and one at station 26+00 right. This resulted in adding this new pay which has a quantity of 5 EA. 4)
Pay Item 425-13-62 Inlets,Curb,Type P-6>10 0
Due to the poor condition of the existing P-Top inlets Monroe County decided to replace them.
Replacing S-7, 15,32,&55.This resulted in adding this new pay which has a quantity of 4 EA.
C)
Pay Item 425-2-41 Manhole,P-7,<10
The existing manhole pipe inverts would not work with the new pipe inverts, so the FOR requested to add one additional
manhole. This resulted in an overrun of 1 EA.
Pay Item 711-16-231 Patterned Pavement,Vehicular Area-Green Bike Lane
This item was not included in the original bid,this pay item is being added to the contract. This resulted in an overrun of 408
Sy.
Due to the additional work the contract time will be increased by 10 days.
If you have any questions or need clarification of the above item summaries, please call Jackson Taylor at 561-436-
2860.
Sincerely,
Jackson Taylor,
Project Administrator, RSH
Cc: Judith Clarke,Clark Briggs,Jacki Hart,RE,File
Packet Pg. 1284
np I �u o inl 1; C.17.a
li
PRICE QUOTATION
Attention:Jackson Taylor DATE: 5/23/19
RS&H
3100 Overseas Hwy
Marathon,FL 33050
ITEMIZED QUANTITIES
Location: Stock Island,FL 0
Scope: Curb Inlet Replacements as peremail dated 5%23H5
Item L7escri Ilaan Quanti Units Cos[per Unit Line Item-Cost Notes
ESTAB 6SHED PAY ITEMS.
I
425-135-5 Inlets Curb,T e 5,Partial 5,00 EA $ 5,37535 $ 26 876.75
425-136-5 Inlels„Crub T 6,Partial 3,00 EA $ 5,375.34 $ 16,126.02
Suolotai $ 43.002 77
Ci°1SP 1f1% $
Extended Total
$ 43,002,77
Q
Subtotal
$ 43,002,77
Performance/Ps
meat Bonds $20"00f-rhousand 1 M LS $ $
MoWlxallon/DeanoNliraticn 1,001 LS $ $
Cenwall Conditions 1.00 LS $ $ OS
t�9
Total•
$ 43,002,77
U)
Notes:
Inclusions;
Exclusions:
t�9
Prepared by:
Estimator
Charlele To no 8 Sons Inc. �
Sheet 1 of 1
Date: 5123119 �
Packet Pg. 1285
PRICE QUOTATION
Attention:Jackson Taylor DATE: 5121/19
RS&H
3100 Overseas Hwy
Marathon,FL 33050
ITEMIZED QUANTITIES
Location: Stock Island,FL 0
Scrape: Green Patterned Pavement Las er RFI 002)
Item best ri pier uanti Units Cost er Unit Line Item Cost-
Nis
SUBCONTRACTED WORK
Mobilizations 1.0 EA $ 900.00 $ 900.00
Green Bike Lane Pattemed Pavement Coatin 408.00 SY $ 65,00 $ 26,920.00
..See alsel#ertlacku
OS
Subtotal $ 27,420.00
OH&P 10%
Extended Total $ 2,742 00
$ 30,162 00 Og
OS
Subtotal
$ 30,162,00
OS
Perform anoailla ment Bonds $20 00rrhousand 1„00 LS $ $
Mobilization/Demobilization 1,00 LS $ $
General Conditions 1„00' LS $ $
Total: $ 30,162,00 4)
Notes:
Inclusions:
Exclusions:
a.
Estimator E
Prepared by:
mator
Charte To Imo&Sonta Inc.
Sheet 1 of 1
Date: 5d ltfia
Packet Pg. 1286
C.17.a
Change Order Attachment per Ordinance No. 004-1999
r Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
Engineer of Record (Metric Engineering, Inc) plan quantity error
0 Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
0, Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ® No ❑
0
If Yes, explanation as to why it is not subject for a calling for bids:
Construction in progress.
0
• Project engineer/architect approves the change order. Yes ❑ No
If no, explanation of why: Approved by Monroe County staff.
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
Sediment Barrier quantities were omitted from the bid documents.
6.20.19 Charley Toppino and Sons, Inc. C.O. 1
Packet Pg. 1287