1st Change Order 10/24/2019 MONROE COUNTY/ENGINEERING/ PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: Big Pine Key Signs Fabrication and Installation Project CHANGE ORDER NO: 1
INITIATION DATE: 10/18/19
TO CONTRACTOR: Pedro Falcon Contractors, Inc. (PF) CONTRACT DATE: 5/20/19
The Contract is changed as follows:
The original Contract Lump Sum ............................................... ................_.....,,. ......$84,705.00
Net change by previously authorized Change Order ................................................. $0
The Contract Lump Sum prior to this Change order was........................................ .... _.$84,705.00
The Contract Lump Sum is (decreased) by this Change Order#1 ($109.80)
The Contract Time is not affected by this Change Order#1
The Revised 1 Contract Lump Sum including this Change Order.........................................$84,595.20
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:
7 2.2..1 mutual acre Canoe ofi lum sum propert itemized and�su supported b sufficient �abstantiatin data to
per.._..--.p " errnit
evaluation
7.2.2.2 unit prices stated in the Contract Documents 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
Due to utility conflicts with the mile marker 29.5 sign location (RF107 -AT&T conduit, unknown electrical wiring,
shallow FKAA force main not properly identified by utility), the engineer of record determined that a spread footer was
required since the original shaft design would not work with the existing utilities and the utilities could not be
relocated.The change in the connection at the frangible base requires the contractor to install anchor bolts instead of
the normal 3' sub base, due to a change from a 6' deep foundation to a 81 X 4'W X 2'D spread footer. This change
also requires a special designed plate that needs welding in order to connect to the sign posts. The modified
connection also needs to be hot dipped galvanized due to the moderately aggressive environment.(KCI revised
drawing and PF change order request attached). Additionally,the contractor schedule of values listed a permit charge
which was not required since the project was permitted previously in the FDOT Community Aesthetic Agreement
process. This change was approved by the FOR (K&S/KCI) and the CEI (KCI Technologies, Inc.) concurs with the
net deductive change to the contract as follows:
... ..... _..._... ...._
Description Unit of Measure Decrease or Increase $Amount
....... ......... .............�
Schedule of values—permit fee Lump sum Decrease ($5,000.00)
�W .. - .... ...
Spread Footer per PF change order request Lump Sum Increase $4,890.20
Total Net Deduction to Contract Chan a Order 1 $109.80IT�ITmm
The project substantial completion date remains as on or before November 18, 2019.
Contractor agrees to accept the decrease in monetary compensation and hereby waives and releases any and all
claims for any additional compensation related to these bid items.This Change Order is (.001 %)of the original contract
price. Not valid until signed by Owner,Architect(if applicaplg .ate Contractor.
CONTRACT 10/22/2019
Christian isson s r iden,�,° Dale �
ENGINEERING SERVICES DIRECTOR , �� ,.- �r " °"'
ASSISTANT COUNTY ADMINISTRATOR
Date
Change Order Attachment per Ordinance No. 004-1999
0 Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
RFI 07 - Due to unforeseen utility conflicts at mile marker 29.5 sign location, the Engineer of Record
(EOR) recommended spreader footer design for installation instead of the shaft design which requires
additional excavation, rebar, hot dipped galvanized bolts, welding the base plate into a new H
configuration.
+ 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
If Yes, explanation as to why it is not subject for a calling for bids:
0 Project engineer/architect approves the change order. Yes ® No ❑
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:
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ALCO�N
PEDRO F
f 31160 Avenue C,Big Pine Key,FL 33043-4516
(305)872-2200-Fax(305)872-2219
EC 13003416 1 CGC 1507617
www.pedrofalcon.com
Request for Change Order
Date Submitted: 10/17/19
Project: Big �l�1 ine t� Sign Fabrication and Installation
Change Order Request No: One(REVISION#1)
Description: Response to RFI#007 Revised and dated 10/15/2019
The answer to RFI#007 has deleted the drilled shaft on one side and added a 4'-0"x 8'-0"x 29-
0" deep footing with anchor bolts and welded baseplate.
Sco e of work for additional work:
• Dismantle and remove existing guardrail and posts.
• Layout spread footer.
• Excavate and form a 4'-0"x 8'-0"x 2'-0" deep footing
• Install rebar as shown.
• Install 4ea 3/4"x 24" hot dipped galvanized anchor bolts.
• Install a"H" shaped 1-3/8"thick welded to a l-5/8" thick x 10"x 4" FDOT base plate,
hot dipped galvanized after fabrication.
• Place and finish 3 yards of 5500 PSI concrete.
• Strip forms and backfill on each side of footings.
• Remove spoil.
• Reinstall and reassemble guardrail and posts.
Materials: $1,909.00
Labor: $2,274.00
Others: $1,650.00
Scone of work that has been deleted:
• Drill a 24" drilled shaft.
• Install rebar cage.
• Install 3 feet stub columns.
• Remove spoil.
Credit for Materials: ($331.00)
Credit for Labor: ($594.00)
Credit for Others: ($538.00)
Contractor's Work
Materials........................ .......„„„.........„....,,, $1,909.00 - $331.00= $ 1,578.00
Labor ....................................................... $2,274.00 - $594.00= $1,680.00
Others..................................................... $1,650.00 - $538.00= $1,112.00
Subtotal.....................................................................................$4,370.00
Overhead@ 5%...................................................................................................$ 218.50
Subtotal.....................................................................................$4,588.50
Profit@ 5%..........................................................................................................$ 229.43
Subtotal........................ ..............................................................$4,817.93
Bond@ 1.5% ..............................................................................$ 72.27
TOTAL ADDITIONAL COST FOR THE ABOVE:............................$4,890.20
Note: Permit Fees and Design Drawings are Not Included in this proposal. If additional permit
fees are required the Owner is to reimburse all permit fees.
Net Amount of Request for Change Order:.............. .................. ................... $4,890.20
Additional Time Requested for Change: Additional time might be required pending the length of
time required to negotiate, execute this change order and also procure and receive the welded
base plate.
Respectfully Submitted,
Christian Brisson
Project Manager