RFQ-604417-22_pk.pdf

SUBMIT BIDS TO:

Upload to Website: https://procurement.opengov.com/portal/seminolefl

REQUEST FOR QUOTE

And

Bidder Acknowledgment

Contact: Tammy Roberts

Procurement Administrator 407-665-7112(Phone) 407-665-7956 (Fax) troberts@seminoleCountyfl.gov

RFQ-604417-22/TLR

DEBARY TOWER

FOUNDATION MODIFICATION

RFQ Due Date

Date: August 31, 2022 Time: 2:00 PM (Eastern Time)

Location of Public Opening:

Conducted Virtually via ZOOM Meeting: www.zoom.us

Meeting ID: 865 8422 2565 Passcode: 520343

Applicant Name:

Federal Employer ID Number:

Mailing Address:

If returning as a "No Submittal", state reason (if so, return only this page):

City, State, Zip:

Type of Entity (Circle one): Corporation

Partnership Proprietorship Joint Venture

Incorporated in the State of: ______________

List of Principals: _______________________

The undersigned Applicant hereby acknowledges receipt of Addenda

Numbers______ through______:

Authorized Signature (Manual) Date

Email Address: Typed Name:

Telephone Number: Title:

Fax Number: Date:

THIS FORM MUST BE COMPLETED AND RETURNED WITH WRITTEN RFQ

The Applicant is expected to completely analyze the information contained in this Request for Quote (RFQ) as guidance for the preparation of their written submittal. The Applicant’s written submittal should be specific, detailed, and complete to clearly and fully demonstrate the Applicant’s understanding of the requested work and/or delivery requirements.

RFQ-604417-22/TLR

https://procurement.opengov.com/portal/seminolefl mailto:troberts@seminoleCountyfl.gov http://www.zoom.us/

Part 1 Scope of Services

Details on the next seven (7) pages.

T-1

PROJECT No:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

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REV DATE DESCRIPTION

TITLE

SHEET

PROJECT CONTACTS

CLIENT:

COUNTY OF VOLUSIA

CONTACT: TRENT SKILLE AT TSKILLE@VOLUSIA.ORG

PH: (386) 323-3503

ENGINEER OF RECORD:

PJFTELECOM@PAULJFORD.COM

MODIFIED 168' SELF SUPPORT TOWER

4905 WAYSIDE DRIVE

SANFORD, FLORIDA 32771

LAT: 28° 48' 40.20"; LONG: -81° 20' 25.30"

WIND DESIGN DATA

REFERENCE STANDARD ANSI/TIA-222-H-2017

LOCAL CODE 2020 FBC

ULTIMATE WIND SPEED (3-SECOND GUST)

142 MPH

SERVICE WIND SPEED 60 MPH

RISK CATEGORY III

EXPOSURE CATEGORY C

MAXIMUM TOPOGRAPHIC FACTOR, K

ZT

1.0

SHEET INDEX

SHEET NUMBER DESCRIPTION

T-1 TITLE SHEET

MI-1 MI CHECKLIST AND NOTES

N-1 NOTES

N-2 NOTES

S-1 TOWER ELEVATION

S-2 FOUNDATION PLAN

S-3 FOUNDATION ELEVATION

CMH

MI-1

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

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REV DATE DESCRIPTION

MI CHECKLIST AND

NOTES

MODIFICATION INSPECTION NOTES:

GENERAL

THE MODIFICATION INSPECTION (MI) IS A VISUAL INSPECTION OF TOWER

MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER

REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE

MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF RECORD

(EOR).

THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP

ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, NOR DOES

THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN.

OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS

AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES.

TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET, IT IS VITAL THAT

THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN

COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS

EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE

OTHER PARTY.

MI INSPECTOR

THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS

RECEIVING A PO FOR THE MI TO, AT A MINIMUM:

· REVIEW THE REQUIREMENTS OF THE MI CHECKLIST

· WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE

INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS

THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL

CONTRACTOR (GC) INSPECTION AND TEST REPORTS, REVIEWING THE

DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS,

CONDUCTING THE IN-FIELD INSPECTIONS, AND SUBMITTING THE MI REPORT

TO THE OWNER.

GENERAL CONTRACTOR

THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS

RECEIVING A PO FOR THE MODIFICATION INSTALLATION OR TURNKEY

PROJECT TO, AT A MINIMUM:

· REVIEW THE REQUIREMENTS OF THE MI CHECKLIST

· WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT

ON-SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS

· BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS

THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS

IN ACCORDANCE WITH INDUSTRY STANDARD.

RECOMMENDATIONS

THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO

ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MI

REPORT:

· IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS

DAYS NOTICE, PREFERABLE 10, TO THE MI INSPECTOR AS TO WHEN THE

SITE WILL BE READY FOR THE MI TO BE CONDUCTED.

· THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE

ENTIRE PROJECT.

· WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR

ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR

RE-TENSIONING OPERATIONS

· IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO

CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION

AND MI INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT.

· WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR

ON-SITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRECTED

DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO

COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION

FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON

SITE.

CANCELLATION OR DELAYS IN SCHEDULED MI

IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE

CONDUCTED, AND EITHER PARTY CANCELS OR DELAYS, THE TOWER OWNER

SHALL NOT BE RESPONSIBLE FOR ANY COSTS, FEES, LOSS OF DEPOSITS

AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY

INCURRED BY EITHER PARTY FOR ANY TIME (E.G. TRAVEL AND LODGING,

COSTS OF KEEPING EQUIPMENT ON-SITE, ETC.). IF THE TOWER OWNER

CONTRACTS DIRECTLY FOR A THIRD PARTY MI, EXCEPTIONS MAY BE MADE IN

THE EVENT THAT THE DELAY/CANCELLATION IS CAUSED BY WEATHER OR

OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES

INVOLVED.

CORRECTION OF FAILING MI'S

IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI (“FAILED MI”), THE GC

SHALL WORK WITH THE EOR TO COORDINATE A REMEDIATION PLAN IN ONE

OF TWO WAYS:

· CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS

CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE

A SUPPLEMENT MI.

· OR, WITH OWNER'S APPROVAL, THE GC MAY WORK WITH THE EOR TO

RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT

CONDITION

PHOTOGRAPHS

BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,

AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT:

· PRE-CONSTRUCTION GENERAL SITE CONDITION

· PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION

CONSTRUCTION/ERECTION AND INSPECTION

·· RAW MATERIALS

·· PHOTOS OF ALL CRITICAL DETAILS

·· FOUNDATION MODIFICATIONS

·· WELD PREPARATION

·· BOLT INSTALLATION AND TORQUE

·· FINAL INSTALLED CONDITION

·· SURFACE COATING REPAIR

· POST CONSTRUCTION PHOTOGRAPHS

·· FINAL INFIELD CONDITION

PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE

CONSIDERED INADEQUATE.

THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS, PLEASE COORDINATE

WITH THE MI.

SHOP DRAWINGS

EOR APPROVED SHOP DRAWINGS CAN BE PROVIDED AS AN ADDITIONAL

SCOPE OF SERVICE. IF REQUIRED, PLEASE CONTACT PJF FOR ADDITIONAL

INFORMATION.

POST-MODIFICATION CHECKLIST

REQUIRED REPORT ITEM BRIEF DESCRIPTION

PRE-CONSTRUCTION

X MI CHECKLIST DRAWING THIS CHECKLIST SHALL BE INCLUDED IN THE MI REPORT

NA EOR APPROVED SHOP DRAWINGS

FABRICATION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. THE CONTRACTOR SHALL PROVIDE THE

APPROVED SHOP DRAWINGS TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. SEE SHOP DRAWING NOTES.

NA FABRICATION INSPECTION

A LETTER FROM THE FABRICATOR, STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND

THE CONTRACT DOCUMENTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

NA FABRICATOR CERTIFIED WELD INSPECTION

CRITICAL SHOP WELDS THAT REQUIRE TESTING ARE NOTED ON THESE CONTRACT DRAWINGS. A CERTIFIED WELD INSPECTOR SHALL

PERFORM NON-DESTRUCTIVE TESTING AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI

REPORT.

NA

MATERIAL TEST REPORT (MTR)

MILL CERTIFICATION SHALL BE PROVIDED FOR ALL STEEL WITH A YIELD STRENGTH GREATER THAN 36 KSI AND THIS DOCUMENTATION

SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

NA FABRICATOR NDE INSPECTION

A VISUAL OBSERVATION OF A PORTION OF THE EXISTING STRUCTURE (AS NOTED ON THESE DRAWINGS) IS REQUIRED AND A

WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

NA

NDE REPORT OF MONOPOLE BASE PLATE (AS

REQUIRED)

A VISUAL OBSERVATION OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE PROVIDED TO

THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

X PACKING SLIPS THE MATERIAL SHIPPING LIST SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

CONSTRUCTION

X CONSTRUCTION INSPECTIONS

A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY

STANDARDS AND THESE CONTRACT DRAWINGS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

X FOUNDATION INSPECTIONS

A VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A WRITTEN

REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

X CONCRETE COMP. STRENGTH AND SLUMP TESTS

THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR

INCLUSION IN THE MI REPORT.

NA POST INSTALLED ANCHOR ROD VERIFICATION ANCHOR ROD INSTALLATION SHALL INCLUDE VERIFICATION BY LETTER AND PHOTOGRAPHIC DOCUMENTATION.

NA BASE PLATE GROUT VERIFICATION

A LETTER FROM THE GENERAL CONTRACTOR SHALL BE PROVIDED TO THE MI INSPECTOR THAT CERTIFIES THAT THE GROUT WAS

INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD FOR INCLUSION IN THE MI REPORT.

NA CONTRACTOR'S CERTIFIED WELD INSPECTION

A CERTIFIED WELD INSPECTOR SHALL INSPECT AND TEST AS NECESSARY ALL FIELD WELDS AND A REPORT SHALL BE PROVIDED TO

THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. PRE, DURING AND POST WELD INSPECTION IS REQUIRED.

NA EARTHWORK: LIFT AND DENSITY

FOUNDATION SUB-GRADES SHALL BE INSPECTED AND APPROVED BY A GEOTECHNICAL ENGINEER AND A REPORT SHALL BE

PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

NA ON SITE COLD GALVANIZING VERIFICATION

THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ON-SITE COLD

GALVANIZING WAS APPLIED FOR FIELD PUNCHED/DRILLED HOLES.

NA GUY WIRE TENSION REPORT

THE GENERAL CONTRACTOR SHALL PROVIDE A REPORT TO THE MI INSPECTOR INDICATING THE TEMPERATURE AND TENSION IN

EVERY GUY CABLE FOR INCLUSION IN THE MI REPORT.

X GC AS-BUILT DOCUMENTS

THE GENERAL CONTRACTOR SHALL SUBMIT A COPY OF THE CONTRACT DRAWINGS EITHER STATING “INSTALLED AS DESIGNED” OR

NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD DUE TO FIELD CONDITIONS.

NA MAGNI 565 COATING VERIFICATION

THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY MAGNI 565 COATING

WAS APPLIED IN ACCORDANCE PER ASTM F1136.

NA MICROPILE / ROCK ANCHOR

THE GENERAL CONTRACTOR SHALL PROVIDE INSTALLER'S DRILLING AND INSTALLATION LOGS AND QA/QC DOCUMENTATION TO THE

MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

POST-CONSTRUCTION

X

MI INSPECTOR REDLINE OR RECORD DRAWING(S)

THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTORS REDLINE DRAWING AND THE

ACTUAL COMPLETED INSTALLATION.

NA POST INSTALLED ANCHOR ROD PULL TESTING

POST INSTALLED ANCHOR RODS SHALL BE TESTED IN ACCORDANCE WITH INDUSTRY STANDARD AND A REPORT SHALL BE PROVIDED

TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.

X PHOTOGRAPHS

PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI WHICH DOCUMENT ALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE

ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO.

NA

POST INSTALLED MICROPILE / ROCK ANCHOR

TESTING

POST INSTALLED ANCHORS SHALL BE TESTED AND INSPECTED IN ACCORDANCE WITH SPECIFICATION STATED ON MICROPILE/ROCK

ANCHOR NOTES.

NOTE: X DENOTES A DOCUMENT NEEDED FROM THE CONTRACTOR FOR THE MI REPORT

NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE MI REPORT

CMH

GENERAL NOTES:

1. THIS TOWER MODIFICATION DRAWING IS BASED UPON A STRUCTURAL

ANALYSIS PERFORMED BY PAUL J. FORD AND COMPANY DATED 2/23/2022.

2. PAUL J. FORD AND COMPANY HAS NOT PERFORMED A FIELD VISIT TO VERIFY

THE EXISTING TOWER MEMBER SIZES AND DIMENSIONS. THE

MODIFICATIONS SHOWN ON THESE PAGES WERE DEVELOPED USING

INFORMATION PROVIDED TO US BY VOLUSIA COUNTY.

3. THE CONTRACTOR IS EXPECTED TO PERFORM A SITE VISIT BEFORE

FABRICATING ANY MATERIAL. IF THE CONTRACTOR DISCOVERS ANY

EXISTING CONDITIONS THAT ARE NOT AS REPRESENTED ON THESE

DRAWINGS, PAUL J. FORD AND COMPANY SHALL BE CONTACTED

IMMEDIATELY TO EVALUATE THE STRUCTURAL SIGNIFICANCE OF THE

DEVIATION.

4. PAUL J. FORD AND COMPANY WAS NOT PROVIDED WITH THE EXACT

LOCATION OF EVERY EXISTING APPURTENANCE THAT COULD POTENTIALLY

INTERFERE WITH THE MODIFICATIONS AS INDICATED ON THESE DRAWINGS.

IT IS IMPORTANT THAT THE MODIFICATION MATERIAL BE PLACED IN THE

PROPER LOCATION TO BE EFFECTIVE. THIS MAY REQUIRE THE

REPOSITIONING OF SOME EXISTING NON-STRUCTURAL ITEMS CURRENTLY

ATTACHED TO THE TOWER.

5. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORK

SIMILAR TO THAT DESCRIBED ON THESE DRAWINGS. BY ACCEPTANCE OF

THIS PROJECT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE

SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE

WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED TO DO THIS

WORK IN THE JURISDICTION IN WHICH THE WORK IS TO BE PERFORMED.

6. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE

SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS,

TECHNIQUES, SEQUENCES AND PROCEDURES.

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING,

MAINTAINING, AND SUPERVISING ALL SAFETY PROGRAMS AND

PRECAUTIONS IN CONNECTION WITH THE WORK.

8. INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL BUILDING

CODES.

CONSTRUCTION NOTES:

1. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED

TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE

PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR

RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND

SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND

LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS

STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING

PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48

(LATEST EDITION)

2. ANY GALVANIZED SURFACE THAT IS SCRATCHED OR DAMAGED DUE TO THE

CONTRACTORS EFFORTS, SHALL BE REPAIRED WITH A COLD GALVANIZING

COMPOUND CONFORMING TO ASTM A780.

N-1

PROJECT No:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

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NOTES

CMH

N-2

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

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NOTES

GEOTECHNICAL AND SOIL NOTES:

1. THIS FOUNDATION DESIGN WAS BASED ON GEOTECHNICAL INVESTIGATION

REPORT NO. 21.DEBARY REVISION 1 BY EGSCI DATED DECEMBER 30, 2021. THE

CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS FOR

CONSTRUCTION AND SOIL VERIFICATION AS LISTED IN THE GEOTECHNICAL

REPORT. IF THE CONTRACTOR DISCOVERS ANY SUBSURFACE CONDITIONS

THAT ARE NOT AS REPRESENTED IN THE GEOTECHNICAL REPORT, THE

GEOTECHNICAL ENGINEER AND PAUL J. FORD AND COMPANY SHALL BE

CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF THE DEVIATION.

2. THE MATERIAL BELOW THE FOUNDATION SHALL BE VERIFIED BY A

GEOTECHNICAL ENGINEER TO ACHIEVE ADEQUATE DESIGN CAPACITY.

3. THE EFFECT OF ADDITIONAL EXCAVATION FOR FOUNDATION AUGMENTATION

AND REINFORCING, WHERE REQUIRED, MAY HAVE AN IMPACT ON EXISTING

EQUIPMENT AND/OR OTHER EXISTING STRUCTURES NEAR THE EXCAVATION.

THE EOR HAS NOT BEEN PROVIDED WITH ANY SPECIFIC INFORMATION OR

DETAILS REGARDING EXISTING EQUIPMENT OR OTHER EXISTING STRUCTURES

ON THE SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DETERMINE THE EFFECT THAT ANY EXCAVATION WORK HAS ON EXISTING

NEARBY EQUIPMENT AND/OR STRUCTURES. CONTRACTOR SHALL COORDINATE

THIS SITE-SPECIFIC INFORMATION WITH THE TOWER OWNER AND THE TESTING

AGENCY PRIOR TO CONSTRUCTION AND FOUNDATION WORK. AFTER OBTAINING

THE PRIOR WRITTEN PERMISSION OF CROWN CASTLE, THE CONTRACTOR SHALL

ADEQUATELY BRACE, SHORE, AND/OR RELOCATE THE INTERFERING EXISTING

NEARBY EQUIPMENT AND/OR STRUCTURES AS NECESSARY.

CONCRETE NOTES:

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE “BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE” ACI 318 (LATEST EDITION) AND

“SPECIFICATIONS FOR STRUCTURAL CONCRETE” ACI 301 (LATEST EDITION).

2. CONCRETE SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:

A. 28 DAY COMPRESSIVE STRENGTH: 4500 PSI (MINIMUM)

B. WATER CEMENT RATIO: 0.45 (MAXIMUM). CEMENT SHALL CONFORM TO

ASTM C150. WATER SHALL BE CLEAN AND FREE FROM OILS, ACIDS,

ALKALIS, AND ORGANIC MATERIALS. NO ADDITIONAL WATER SHALL BE

ADDED TO THE CONCRETE AT THE JOB SITE

C. DENSITY: 150 PCF (MINIMUM)

D. MAX COARSE AGGREGATE SIZE SHALL BE 1”

E. AIR ENTRAINMENT: 6% ± 1.5%

F. CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP

OF NOT MORE THAN 4” ± 1” OR 8” ± 1” FOR CONCRETE WITH VERIFIED

SLUMP OF 2” TO 4” BEFORE ADDING HIGH-RANGE WATER-REDUCING

ADMIXTURE OR PLASTICIZING ADMIXTURE.

G. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 SHALL NOT

EXCEED 25% OF CEMENTITIOUS MATERIALS BY WEIGHT.

H. ADMIXTURES SHALL NOT CONTAIN CHLORIDE IONS UNLESS APPROVED BY

THE ENGINEER OF RECORD.

3. WATER SHALL BE REMOVED FROM OPEN EXCAVATION PRIOR TO CONCRETE

PLACEMENT. THE WATER MUST NOT BE ALLOWED TO WASH THE CEMENT FROM

THE AGGREGATE.

4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR

RODS, INSERTS, ETC., AS REQUIRED BEFORE CONCRETE IS PLACED.

5. CONCRETE SHALL BE POURED MONOLITHICALLY. CONTRACTOR SHALL SUBMIT

PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS TO THE EOR FOR

REVIEW.

6. CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF EXCAVATION INSPECTIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXPOSED

EXCAVATIONS PRIOR TO CONCRETE PLACEMENT.

7. SAWCUTTING OF THE SLAB IS PROHIBITED.

8. THE TOP OF THE CONCRETE SHALL BE SLOPED (APPROXIMATELY 1/8” PER

FOOT) TO DRAIN. THE EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED

3/4” BY 3/4” MINIMUM.

9. HOT WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 305R. COLD

WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 306.1.

10. ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION

EQUIPMENT. VIBRATORS SHALL NOT BE USED TO TRANSPORT CONCRETE.

11. THE CONTRACTOR SHALL ASSIST TESTING AGENCY IN MAKING A MINIMUM OF (2)

TEST CYLINDERS PER TEST. CONCRETE TESTS SHALL BE CONDUCTED FROM A

MINIMUM OF (5) RANDOMLY SELECTED TRUCKLOADS PER DAY. IF FEWER THAN

(5) TRUCKLOADS OF CONCRETE ARE USED, A TEST SHALL BE CONDUCTED

FROM EACH TRUCKLOAD. TESTING AGENCY SHALL PERFORM STRENGTH TESTS

IN ACCORDANCE WITH ACI 318.

CONCRETE REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60 UNLESS

NOTED OTHERWISE.

2. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES, UNLESS

OTHERWISE NOTED.

3. PROVIDE CLASS “B” TENSION LAP SPLICE OR FULL MECHANICAL SPLICE IN

ACCORDANCE WITH ACI 318 (LATEST EDITION) FOR HORIZONTAL MAT

REINFORCING STEEL.

4. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, BENT AND PLACED IN

ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND ACI 315

(LATEST EDITION).

5. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY

TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON EXPOSED

CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR

STAINLESS STEEL.

6. WELDING OF REINFORCING AND EMBEDMENTS IS PROHIBITED.

GENERAL FOUNDATION NOTES:

1. THE ADHESIVE EPOXY SHALL BE “HILTI HY 200” OR APPROVED EQUAL. THE

CONTRACTOR SHALL FOLLOW ALL REBAR AND EPOXY MANUFACTURER

RECOMMENDATIONS REGARDING HANDLING OF REBAR, EPOXY, ACCEPTABLE

AMBIENT TEMPERATURE RANGE DURING INSTALLATION, PROPER PLACEMENT

OF EPOXY INTO THE HOLE, ETC. THE HAMMER DRILLED HOLES IN THE

CONCRETE SHALL BE CLEAN AND DRY, AND OTHERWISE PROPERLY PREPARED

ACCORDING TO THE EPOXY MANUFACTURERS' INSTRUCTIONS, PRIOR TO

PLACEMENT OF REBAR AND EPOXY.

2. IF DURING DRILLING EXISTING REBAR MATERIAL IS ENCOUNTERED, RELOCATE

HOLE AND GROUT FILL IMPEDED HOLE WITH 5000 PSI NON-SHRINK GROUT. THE

CONTRACTOR SHALL CONTACT PAUL J. FORD AND COMPANY TO DETERMINE

THE SIGNIFICANCE IN DEVIATION.

3. ALL INTERFACES BETWEEN NEW AND EXISTING CONCRETE SHALL BE

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROX. 1/4” AND

APPLY BONDING AGENT PRIOR TO PLACING NEW CONCRETE. BONDING AGENT

SHALL BE “SIKA ARMATEC 110 EPOCEM” BY SIKA OR APPROVED EQUAL. THE

BONDING AGENT SHALL BE USED IN ACCORDANCE WITH THE MANUFACTUER'S

RECOMMENDATIONS.

4. MODIFICATIONS TO THE EXISTING FOUNDATION AT THE BASE OF THE TOWER

REQUIRE ADDITIONAL CONCRETE TO ENLARGE THE PLAN DIMENSION OF THE

FOUNDATION. EXISTING GROUND RODS SHALL NOT BE EMBEDDED INTO THE

NEW CONCRETE. NEW GROUND RODS MAY BE REQUIRED.

5. IF THE CONTRACTOR ENCOUNTERS A CONDUIT IN THE EXISTING FOUNDATION

OR ONE IS TO BE INSTALLED WITHIN THE CONFINES OF THE PROPOSED

FOUNDATION FOOTPRINT, AND THE LOCATION IS NOT SPECIFIED ON THESE

DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT PAUL J. FORD

AND COMPANY FOR GUIDANCE BEFORE PROCEEDING WITH THE INSTALLATION

OF THE PROPOSED FOUNDATION MODIFICATIONS.

6. THE FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH

GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRINCIPLES AND

PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA OBTAINED.

7. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND SAFETY

REGULATIONS. THE FOUNDATION CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING THE LOCAL BUILDING OFFICIALS FOR ANY INSPECTIONS THAT MAY

BE REQUIRED.

CMH

S-1

TOWER ELEVATION

S-1

PROJECT No:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

D E

B A

R Y

S A

N F

O R

D

F

L O

R I D

A

M O

D I F

I E

D

S

E

P

P O

W

E R

C O

U N

V

O L U

S I A

K

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T O

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D

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REV DATE DESCRIPTION

TOWER

ELEVATION

0'

TOWER MODIFICATION SCHEDULE

ELEVATION TOWER MODIFICATION DESCRIPTION

REFERENCE

SHEETS

A BASE ADD CONCRETE TO EXISTING FOUNDATIONS S-2 & S-3

PRIOR TO FABRICATION AND INSTALLATION, CONTRACTOR SHALL FIELD VERIFY ALL LENGTHS AND QUANTITIES GIVEN.

LENGTH AND QUANTITIES PROVIDED ARE FOR QUOTING PURPOSE ONLY AND SHALL NOT BE USED FOR FABRICATION.

20'

40'

60'

80'

100'

120'

140'

160'

168'

4'-6 3/4"

18'-10 1/4"

S T

R A

I G

H T

A CMH

S-2

FOUNDATION PLAN

A

26'-0"±

3'-6 7/8" 9'-5 1/8" 3'-6 7/8"

13'-0" 13'-0"

9'-5 1/8"

℄T O

W E

R

℄F O

U N

D A

T I O

N

℄FOUNDATION

℄TOWER

DRILL (7) 1 1/4"ø HOLES FOR

(7) NEW #9 DOWEL BAR WITH

STANDARD ACI 90° HOOK (TYP).

DOWELS TO BE EPOXIED INTO

EXISTING CONCRETE.

SEE EPOXY NOTE.

S-3

T

Y

P

S-2

PROJECT No:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

D E

B A

R Y

S A

N F

O R

D

F

L O

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A

M O

D I F

I E

D

S

E

P

P O

W

E R

C O

U N

V

O L U

S I A

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E Y

T O

N

D

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D

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T O

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REV DATE DESCRIPTION

FOUNDATION

PLAN

CMH

EXISTING 3'-0"

PIER (TYP)

S-3

FOUNDATION ELEVATION

A

10 1/8" MIN

EMBED (TYP)

1'-2 1/2" MIN

PROJECTION (TYP)

26'-0"±

FIN GRADE

DRILL (7) 1 1/4"ø HOLES FOR

(7) NEW #9 DOWEL BAR WITH

STANDARD ACI 90° HOOK (TYP).

DOWELS TO BE EPOXIED INTO

EXISTING CONCRETE.

SEE EPOXY NOTE.

(7) NEW #9 DOWEL BAR WITH

STANDARD ACI 90° HOOK (TYP)

EXISTING PIER

(TYP)

(27) #9 LONG DIRECTION

(25) #9 SHORT DIRECTION

EQUALLY SPACED

TOP AND BOTTOM

(104 TOTAL)

S-3

PROJECT No:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

DATE:

MTB

BJH

00021-0097.006.8800

2/23/2022

D

W G

© Copyright 2022, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

D E

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A

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REV DATE DESCRIPTION

FOUNDATION

ELEVATION

CMH

Part 2

Instructions to Applicants

CONTACT: All prospective Applicants are hereby instructed not to contact any member of the Seminole County Board of County Commissioners, the County Manager or Deputy Manager, or any Seminole County Staff members other than the noted Purchasing & Contracts Division (herein referred to as ‘PCD’) Contact Person regarding this RFQ or their written submittal at any time prior to the posting on the County’s Website of the recommendation and intent to award by County staff for this project. Any such contact shall be cause for rejection of your submittal.

Interpretation of this clause will be solely at the discretion of the County.

PUBLIC OPENING: Electronic bids shall be received at PCD in accordance with the instructions in these solicitation documents, unless otherwise revised via posted Addenda. Persons with disabilities needing assistance to participate in the Public Opening should call the noted PCD Contact Person at least forty-eight (48) hours in advance of the Public Opening at (407) 665- 7112. The Public Opening is via ZOOM https://zoom.us/ Meeting ID 865 8422 2565 Passcode 520343.

DELAYS: The County, at its sole discretion, may delay the scheduled due date and time for submission, if it is to the advantage of the County to do so. The County will post all changes in the scheduled due date and time for submission by written addendum posted to the County’s

Website: (https://procurement.opengov.com/portal/seminolefl)

RFQ SUBMISSION AND WITHDRAWAL: The County will receive quote submittals in an electronic format. The quote must be identified with the RFQ Number and Title referenced within the Legal Advertisement for this RFQ. An RFQ received after the scheduled due date and time for submission will not be considered. The scheduled due date and time for submission will be scrupulously observed. The County will not be responsible for late or delayed transmission.

The County cautions all Bidders to ensure delivery of quotes prior to the scheduled due date and time for submission that has been set for receiving quotes. Telephone confirmation of timely receipt of any quote should be made by calling (407) 665-7112 before the 2:00PM Eastern Time deadline.

The Bidder is required to upload ONE (1) ELECTRONIC (pdf) FILE of their complete written submittal.

Bidders may withdraw their quote by notifying the County in writing at any time prior to the scheduled due date and time for submission. Bidders may withdraw their bids in person or through an authorized representative. Bidders and authorized representatives must disclose their identity, display proper identification and provide a signed receipt for the bid. Bids, once received, become the property of the County and will not be returned to the Bidder. At its sole discretion, the County may request additional information should the County deem it necessary.

INQUIRIES: All Applicants should carefully examine the RFQ documents. Any ambiguities or inconsistencies shall be brought to the attention of the PCD Contact Person in writing prior to the scheduled due date and time for submission. Failure to do so, on the part of the Applicant, shall constitute an acceptance by the Applicant of any subsequent decision made by the County. Any questions concerning the intent, meaning, and interpretations of the RFQ documents shall be requested in writing, and received by the PCD Contact Person at least three (3) calendar days

RFQ-604417-22/TLR

https://zoom.us/ https://procurement.opengov.com/portal/seminolefl prior to the scheduled due date and time for submission. Written requests can be submitted via e-mail: troberts@seminoleCountyfl.gov The County will not be responsible for oral instructions made by employees of the County or its authorized representatives in regard to this RFQ.

ADDENDUM: Should revisions to the RFQ documents become necessary; the County will post Addenda information on the County's Website. All Applicants should check the County's Website or notify the PCD Contact Person to verify information regarding Addenda. Failure to do so may result in rejection of the Applicant’s submittal and a determination as “Non-Responsive”. By execution of the Formal Notice for this RFQ, the Applicant acknowledges receipt of all Addenda issued under this solicitation. Addenda information will be posted on the County’s

Website (https://procurement.opengov.com/portal/seminolefl). It is the sole responsibility of the

Applicant to ensure that they obtain information related to any Addenda.

SELECTION PROCESS AND AWARD: All submittals will be reviewed by personnel as designated by the County staff in accordance with the qualification/evaluation criteria set forth in the RFQ documents. The County reserves the right to conduct interviews and/or require presentations of any or all Applicants prior to selection. The County will not be liable for any costs incurred by the Applicant in connection with such presentations. The County anticipates award to the Applicant that submits a proposal judged by the County to be the most advantageous. The Applicant understands that this RFQ does not constitute an agreement or a contract with the Applicant. The County reserves the right to reject all submittals, make a partial award, to re-solicit and advertise for new submittals, or to cancel the project in its entirety.

SUBMITTAL PREPARATION COSTS: Neither the County nor its representatives shall be liable for any expenses incurred in connection with preparation of a response to this RFQ. Applicants should prepare their response simply and economically, providing a straightforward and concise description of the Applicant's ability to meet the requirements of this RFQ.

ACCURACY OF SUBMITTAL INFORMATION: By submission of a response, Applicant acknowledges that they have carefully examined the RFQ documents and agrees to furnish the services/products specified in the solicitation at the cost, rates, or discounts as proposed.

Applicant agrees that their submittal will remain firm for a period of up to one hundred twenty

(120) days in order to allow the County adequate time to evaluate the submittals.

By submission of a response, Applicant agrees to all conditions of this RFQ and understands that a background investigation may be conducted by the Seminole County Sheriff’s Department prior to award. Applicant certifies that all information contained in their submittal is truthful to the best of their knowledge and belief. Applicant further certifies that they are duly authorized to submit on behalf of the Applicant as its act and deed and that the Applicant is ready, willing, and able to perform if selected.

INSURANCE: A misstatement or omission of a material fact, whether intentional or not, regarding the Applicant's insurance coverage, policies or capabilities may be grounds for rejection of the Applicant’s submittal. A copy of the insurance certificate shall be furnished to the County prior to the County engaging the Applicant for services. The County reserves the right to reject the award to any Applicant that fails to provide the insurance as required within the RFQ documents.

LICENSES: Applicants, both corporate and individual, must be fully licensed and certified for the type of work to be performed in the State of Florida at the time of submittal. Should the Applicant

RFQ-604417-22/TLR

mailto:troberts@seminoleCountyfl.gov not be fully licensed and certified, its submittal shall be rejected. Any permits, licenses, or fees required shall be the responsibility of the Applicant. No separate or additional payment will be made for these costs. Adherence to all applicable code regulations, Federal, State, County, City, etc., are the responsibility of the Applicant.

POSTING OF RECOMMENDATION AND INTENT OF AWARD: The recommendation and intent to award for this RFQ will be posted on the County’s Website

(https://procurement.opengov.com/portal/seminolefl) prior to submission for final approval of award. Failure to file a protest with the County’s Purchasing & Contracts Manager within the time prescribed in the County's Purchasing Code, Policies and Procedures shall constitute a waiver of proceedings.

PUBLIC RECORDS: Upon recommendation and intent to award for this RFQ as posted to the County’s website or within thirty (30) calendar days after closing, RFQ submittal(s) is considered “public record" and shall be subject to the public disclosure regulations consistent with Chapter 119, Florida Statutes. Applicants must invoke the exemptions to disclosure provided by law in the response to the solicitation and must identify the data or other materials to be protected by separate file, and must state the reasons why such exclusion from public disclosure is necessary pursuant to the County’s, “Compliance With Public Records Law” Form, which is required as part of the RFQ documents. Ownership of all data, material, and documentation originated and prepared for the County pursuant to the RFQ shall belong exclusively to the County and be subject to public inspection in accordance with the Public Records Law. Trade secrets or proprietary information submitted by an Applicant shall not be subject to public disclosure under the Public Records Law. The Applicant must invoke the protection of this section prior to or upon submission of the data or other materials. Applicant must also identify the data or other materials to be protected and state the reasons why protection is necessary.

PROHIBITION AGAINST CONTINGENT FEES: It shall be unethical for any person to be retained, or to retain any company or person, other than a bona fide employee working solely for the Applicant to solicit or secure the award for this RFQ, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for the Applicant, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from award or making of this Award Agreement. For the breach or violation of this provision, the County shall have the right to terminate the award at its sole discretion, without liability and to deduct from the award cost, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration.

ACCEPTANCE / REJECTION / DISQUALIFICATION: The County reserves the right to accept and make award to Applicant(s) who in the opinion of the County, will be in the best interest of and/or the most advantageous to the County. The County reserves the right to reject any or all submittals. The County reserves the right to reject the submittal of any Applicant who has previously failed in the proper performance of an award or to deliver on time agreements of a similar nature or who, in the County's opinion, is not in a position to perform properly under this award. The County reserves the right to inspect all facilities of Applicant(s) in order to make a determination as to the available resources to perform properly under this award. The County reserves the right to waive any irregularities, informalities, and technicalities and may at its discretion, issue a re-procurement. More than one (1) submittal from an individual, firm, partnership, corporation, or association under the same or different names will not be considered.

Reasonable grounds for believing that an Applicant is involved in more than one proposal submittal will be cause for rejection of all submittals in which such Applicant(s) are believed to be involved. Any or all submittal(s) will be rejected if there is reason to believe that collusion exists between Applicant(s). Submittals in which the prices obviously are unbalanced will be subject to rejection.

RESPONSIBILITY: The County reserves the right to require an Applicant to submit such evidence of qualifications as it may deem necessary prior to award and may consider any evidence available. Evidence may include, but not be limited to, financial, technical, and other qualifications and abilities of the Applicant, past performance, and experience with the County.

This information may be used to determine the Applicant’s responsibility.

PURCHASING CODE: The Seminole County Code Chapter 220 (Purchasing Code), Administrative Code Section 3.55 (Purchasing Policy), and County Manager Policies apply to this RFQ in their entirety.

AFFIRMATION: By submission of a quote, the Applicant affirms their quote is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a quote for the same materials, supplies, equipment, or services, and in all respects fair and without collusion or fraud. The Applicant agrees to comply with all conditions of this RFQ and the resulting award Agreement.

DRUG-FREE WORKPLACE COMPLIANCE: Applicant shall comply with Florida Statute 287.087 and failure to comply shall result in rejection/disqualification of the submittal and all agreements as a result of this solicitation.

PUBLIC ENTITY CRIME: Any Person or affiliate, as defined in Section 287.133 of the Florida Statutes, shall not be allowed to contract with the County, nor be allowed to enter into a subcontract for Work on this Project, if such a person or affiliate has been convicted of a public entity crime within three (3) years from the date of this Project was advertised for Proposal, or if such person or affiliate was listed on the State's convicted vendor list, within three (3) years of the date of this Project was advertised, whichever time period is greater. A public entity crime means a violation of any state or federal law with respect to and directly related to the transaction of business with any public entity or agency (federal, state, or local), including, but not limited to, any contract for the construction or repair of a public building or public work involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, forgery, falsification of records, receiving stolen property or material misrepresentation. Any Agreement with the County obtained in violation of this Section shall be subject to termination for cause. A sub-contractor who obtains a subcontract in violation of this Section shall be removed from the Project and promptly replaced by a sub-contractor acceptable to the County.

OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.): In instances where such is applicable due to the nature of the matter with which this quote package is concerned, all material, equipment, etc., as proposed and offered by Applicants must meet and conform to all O.S.H.A.

requirements. The Applicant’s signature upon the Price Submittal form being by this reference is considered a certification of such fact.

PAYMENT TERMS/DISCOUNTS: The County’s payment terms are in accordance with Section 218, Florida Statutes, Florida Prompt Payment Act. Cash discounts for prompt payment shall not be considered in determining the lowest net cost for evaluation purposes.

Part 3 Instructions for the Preparation of RFQ

The Applicant warrants its response to this Request for Quote to be fully disclosed and correct.

The firm must submit a quote complying with this Request for Quote, and the information, documents and material submitted in the quote must be complete and accurate in all material aspects. Applicants are advised to carefully follow the instructions listed below in order to be considered fully responsive. Applicant need only to return required signed documents and information pertinent to this specific project. Compliance with all requirements will be solely the responsibility of the Applicant. Failure to provide requested information may result in disqualification of the response. The submittal must be divided into the following sections:

1. SUBMITTALS/FORMS:

Applicant Information – Page #1 of Package Summary of Litigation: Provide a summary of any litigation, claim(s), or contract dispute(s) filed by or against the Applicant in the past five (5) years which is related to the services that Applicant provides in the regular course of business. The summary shall state the nature of the litigation, claim or contract dispute, a brief description of the case, the outcome or projected outcome, and monetary amounts involved.

License Sanctions: Regulatory/license agency sanctions within the past 5 years.

Attachment A - Conflict of Interest Statement (Rev. 3/2020) Attachment B - Compliance with the Public Records Law (Rev. 8/2020) Attachment C - Worker’s Compensation Form (Rev. 3/2020) Attachment D - Taxpayer Identification No. and Certification W-9 Form (Rev. 10/2018) Attachment E – Drug Free Work Place (Rev. 2/13/06) Attachment F - Americans with Disabilities Act Affidavit (Rev. 3/2020)

2. PAST PERFORMANCE:

Applicant must submit a minimum of three (3) references of current clients; each reference must include client information, contact person, telephone number, current email address, and a summary of the contract information.

3. BID PRICE:

The quote must be submitted on the form(s) included in the RFQ Documents.

Part 4 Price Submittal

RFQ-604417-22/TLR – DEBARY TOWER FOUNDATION MODIFICATION

Name of Applicant: __________________________________________________________

Mailing Address: _________________________________________________________

Street Address: __________________________________________________________

City/State/Zip: __________________________________________________________

Phone Number: (____) ______________ FAX Number: (____) _________________

E-Mail Address: __________________________________________________________

Pursuant to and in compliance with the RFQ Documents, the undersigned Applicant agrees to provide and furnish any and all of the labor, material, tools, equipment, incidentals and transportation services necessary to complete all of the Work required in connection with the Submittal Documents for the amount hereinafter set forth.

The Applicant declares that the only persons or parties interested in this submittal as principals are those named herein; that this submittal is made without collusion with any person, firm or corporation; and he proposes and agrees, if the submittal is accepted, that he/she will execute an Agreement with the County in the form set forth in the Contract Documents; that he/she will furnish the Insurance Certificates.

PRICE STRUCTURE:

Activity TOTAL COST

Total cost of installation in accordance with specifications

Permitting – Submittal and Fees

Engineering docs / As-build

BID TOTAL

(Price shall include, but not be limited to, overhead, fringe, benefits, shipping charges, labor, and any direct or indirect costs incurred by the Applicant).

DELIVERY TIME: ___________________ (Proposed delivery date once the order is issued).

DELIVERY LOCATION: 4905 Wayside Drive, Sanford, Florida 32771

(Printed name of person signing form) (Signature of person signing form)

(Name of Proposer)

ATTACHMENT A

CONFLICT OF INTEREST STATEMENT

THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR PROPOSAL

THIS FORM MUST BE SWORN TO AND SIGNED BY MEANS OF PHYSICAL PRESENCE OR ONLINE

NOTARIZATION BY A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

1. I, (Full Name of Affiant), certify that I am the ___________________________ (Title) of __________________________________ (Full Legal Name of Firm) with a local office in ______________________ (City, State) and principal office located in ________________________________ (City, State).

2. The above-named entity is submitting an Expression of Interest for the Seminole County project described as RFQ-604417-22/TLR – Debary Tower Foundation Modification

3. The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his/her own knowledge.

4. The Affiant states that only one submittal for the above project is being submitted and that the above-named entity has no financial interest in any other entities submitting proposals for the same project.

5. Neither the Affiant nor the above-named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive pricing in connection with the entity's submittal for the above project. This statement restricts the discussion of pricing data until the completion of negotiations and execution of the Agreement for this project.

6. Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participating in contract lettings by any local, state, or federal agency.

7. Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project.

8. The Affiant certifies that no member of the entity's ownership, management, or staff has a vested interest in any aspect of or Department of Seminole County.

9. The Affiant certifies that no member of the entity's ownership or management is presently applying for an employee position or actively seeking an elected position with Seminole County.

10. The Affiant certifies that no member of the entity’s ownership or management is currently serving as a member of any Seminole County advisory board(s) or committee(s), or alternatively, state that (insert the individual’s name) _______________________, who is a member of the above-named entity’s ownership or management, is currently serving as a member of the following Seminole County advisory board(s) or committee(s): ___________________________________.

11. In the event that a conflict of interest is identified in the provision of services, the Affiant, on behalf of the above-named entity, will immediately notify Seminole County in writing.

Signature of Affiant _____________________________________ Date __________________

Printed Name of Affiant __________________________________ Title ___________________

Sworn to (or affirmed) and subscribed before me by means of □ physical presence OR □ online notarization, this day of , 20 , by (Full Name of Affiant).

Signature of Notary Public

Print/Type/Stamp Commissioned Name of Notary Public

Personally Known OR Produced Identification

Type of Identification Produced:

Revised 3/2020

ATTACHMENT B

Compliance with the Public Records Law

Seminole County shall comply with the Public Records Law as provided by Chapter 119, Florida Statutes, and all applicable amendments. Applicants must invoke the exemptions to disclosure provided by law in the response to the solicitation and must identify the data or other materials to be protected by separate envelope and must state the reasons why such exclusion from public disclosure is necessary. The submission of a response authorizes release of your firm’s credit data to Seminole County.

If the company submits information exempt from public disclosure, the company must identify with specificity which pages/paragraphs of their submittal/proposal package are exempt from the Public Records

Act, identifying the specific exemption section that applies to each. The protected information must be submitted to the County in a separate envelope marked “EXEMPT FROM PUBLIC RECORDS LAW”.

Failure to identify protected material via a separately marked envelopment will cause the County to release this information in accordance with the…