ITB-24-14 Trail Bridge Project.pdf

PDF 10 MB Posted Jan 22, 2024

Attached to: Chain of Lakes Trail Bridge Repair Project
Solicitation number: ITB-07757
Issued by: Polk County, Florida

About this file

Written by GovTribe AI · Jul 30, 2024

This document is an Invitation to Bid (ITB) issued by the City of Winter Haven, Florida, for the Chain of Lakes Trail Bridge Repair Project. The project involves repairing two pedestrian bridges, Bridge No. 1 (113-foot-long pony truss) and Bridge No. 2 (91-foot-long pony truss), located in Winter Haven, Polk County, Florida. The repairs include concrete work, expansion joint repairs, timber rub rail replacement, bridge deck repairs, coating existing structural steel, and power washing of pedestrian railings and sidewalks. The solicitation is open to qualified contractors, and the key dates include the response due date and the anticipated award date, but these details are not provided in the document. The contract term and any renewal options are also not specified.

The document does not provide information on pricing terms, set-asides, incumbents, funding requirements or sources, or other salient details. It focuses on the project scope and the two bridge locations.

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January 19, 2024

INVITATION TO BID

ITB-24-14

Sealed Bids will be received by the City of Winter Haven until 2:00 P.M., February 27, 2024, at our online solicitation platform for the following:

“CHAIN OF LAKES TRAIL BRIDGE REPAIR PROJECT”

A public bid opening will be held immediately following the 2:00 deadline via Zoom at the following link:

https://us06web.zoom.us/j/83610673711?pwd=4n6rRc15angbZIOvrygF0XKKm9Zbz5.1

The project specified shall be furnished in accordance with the Invitation To Bid, Specifications, and Terms and Conditions attached hereto and made a part hereof as if fully set forth herein and any other documents prepared for this bid.

Questions concerning this bid must be submitted on or before 2:00 p.m., February 20, 2024, to Mike Campbell at mcampbell@mywinterhaven.com Questions received after this time may not be answered.

Public Records – It is the policy of this state that all state, county, and municipal records are open for personal inspection and copying by any person. Providing access to public records is a duty of each agency / Fla. Statute

– 119.01(1). (Do not submit any documents that you do not want to be made public).

NOTE: Bidders shall submit bids on the Proposal and Bid form in Excel format furnished by the City.

Please upload all other documents as one file for ease of access and to ensure receipt by the City.

Please note the Affidavit form which must also be completed. W-9 should be attached to the bid. Payment will be rendered to the name and ID appearing on the W-9.

The City of Winter Haven reserves the right to reject any and all bids, to waive informalities, to re-advertise, and to enter into a contract determined to be in its best interest, in accordance with the Terms and Conditions referenced herein above.

Sincerely, CITY OF WINTER HAVEN

Bethany Owen Bethany Owen Procurement Manager mailto:mcampbell@mywinterhaven.com

LEGAL ADVERTISEMENT

INVITATION TO BID

ITB-24-14

The City of Winter Haven will receive Sealed Bids until 2:00 P.M., February 27, 2024.

“CHAIN OF LAKES TRAIL BRIDGE REPAIR PROJECT”

A public bid opening will be held immediately following the 2:00 deadline via Zoom.

Prospective bidders may obtain copies of the Invitation To Bid from the following website:

https://app.negometrix.com/buyer/690

Advertise: January 24, 2024 https://app.negometrix.com/buyer/690

PROPOSAL AND BID FORM

ITB-24-14

Proposal to furnish all labor, materials, equipment, plant and supervision necessary for the “CHAIN OF LAKES TRAIL BRIDGE REPAIR PROJECT”, in accordance with the Invitation To Bid, Scope of Work, Terms and Conditions, and any other documents prepared for this project.

ARTICLE 1

The Invitation To Bid, Terms and Conditions, and any other Contract documents prepared for this bid, and any addenda issued during the bidding period, are a part of this Proposal and Bid Form.

The Bidder received the following addenda during the bidding period:

Addendum Number _____ Date ______________ Addendum Number _____ Date ______________ Addendum Number _____ Date ______________ Addendum Number _____ Date ______________

The Bidder agrees to complete this project in accordance with the Contract Documents.

ARTICLE 2

The Bidder declares that he makes this proposal in good faith without collusion and without connection with any other person or persons bidding on this project.

Contractor must start within 20 days after receipt of Notice to Proceed and project must be completed within 90 calendar days per location after receipt of Notice to Proceed.

The Bidder declares he has examined the bid documents, visited the site of this project, and fully acquainted himself with all conditions which may affect completion of this project.

ARTICLE 3

The Bidder includes with the Proposal and Bid Form a certified check, a cashier's check, U.S. government bond (at par value), or a bid bond payable to the City of Winter Haven in an amount not less than five percent (5%) of the base bid (if bid amount is $100,000 or more).

ARTICLE 4

The contractor agrees to pay liquidated damages of $ 1,000 /calendar day for every day past the 90 calendar days completion time per location that the project remains uncompleted. No additional time will be allotted for work stoppages not caused by a natural disaster or approved by the City of Winter Haven.

ARTICLE 5

The bidder, along with the Proposal and Bid Form, will provide a list of at least three (3) projects in similar scope and size, as specified in this Invitation to Bid.

PBF-1

Project Manager & Project name Job Date Location/City/State Phone Number & Email

PROPOSAL AND BID FORM

The Bidder, proposes and agrees to furnish all plans, permits, labor, material, services, supplies and equipment, and perform the Work required for construction for each item listed on PBF-3.

A City of Winter Haven Procurement Card will be accepted as method of payment. ____ YES ____ NO

NOTE: if Bidder checks “yes” above, Bidder agrees that the City may use a City issued Mastercard for the payment of any and all invoices submitted as a result of the performance of this bid.

By signing and submitting this bid, the undersigned bidder hereby certifies that the company is not on the Scrutinized Companies with Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or that it does not have business operations in Cuba or Syria (for bid amounts of $1,000,000 or more). Any contract with the City of Winter Haven for goods and/or services of any amount, entered into on or after July 1, 2018, may be terminated at the sole option of the City of Winter Haven, at no cost to the City, if the company is found to have been placed on the Scrutinized Companies that Boycott Israel List or is engaged in a boycott of Israel, or if the company is found to have submitted a false certification as provided under subsection (5) of F.S.287-135.

Date Name of Company

Authorized Signature Mailing Address

Title/Position City State Zip

Printed Name Email address

Federal Employer I.D. # (FEID) Telephone Number

State Registration # State Certification #

PBF-2

Chain of Lakes Trail Bridge Project

Bidder Name: _______________________________

Item Description Quantity Units Unit Cost Item Total

1-1 MOBILIZATION LS

1-2 MAINTENANCE OF TRAFFIC LS

1-3 CONCRETE APRON REPLACEMENT LS

1-4.1 REPLACE SIDEWALK APPROACH SLABS LS

1-4.2 REPLACE SIDEWALK SLABS LS

1-4.3 REMOVE AND REINSTALL RAILINGS LS

1-4.4 REPAIR SIDEWALK SLAB CRACKS LF

1-4.5 INSTALL NEW BOLLARD LS

1-5 EXPANSION JOINT REPAIRS LS

1-6 TIMBER RUB RAIL REPLACEMENT LS

1-7 BRIDGE DECK REPAIRS LS

1-8 COAT EXISTING STRUCTURAL STEEL 1 LS

1-9 POWER WASH PEDESTRIAN RAILING & SIDEWALKS 1 LS

Total Bridge 1:

BRIDGE 1 REPAIRS

Submit in Excel

Item Description Units Unit Cost Item Total

2-1 MOBILIZATION LS

2-2 MAINTENANCE OF TRAFFIC LS

2-3 VEGETATION REMOVAL LS

2- 4.1 REPLACE SIDEWALK APPROACH SLABS LS

2- 4.2 REPLACE SIDEWALK SLABS LS

2- 4.3 REMOVE AND REINSTALL RAILINGS LS

2- 4.4 REPAIR SIDEWALK SLAB CRACKS LF

2-5 EXPANSION JOINT REPAIRS LS

2-6 TIMBER RUB RAIL REPLACEMENT LS

2-7 BRIDGE DECK REPAIRS LS

2-8 COAT EXISTING STRUCTURAL STEEL LS

2-9 POWER WASH PEDESTRIAN RAILING & SIDEWALKS LS

Total Bridge 2:

Total of Bridge 1 & Bridge 2:

PBF-3

BRIDGE 2 REPAIRS

Quantity

Submit in Excel

Chain of Lakes Trail Bridge Repair Project Invitation to Bid

ITB-24-14

Summary

The City of Winter Haven offers this Invitation to Bid, ITB-24-14, to qualified contractors to repair the Chain of Lakes Trail Bridge No. 1 and Bridge No 2.

• Bridge No.1 is a 113-foot-long pony truss pedestrian bridge that crosses over a small intermittent stream/low-lying area just north of Conine & Hartridge Canal, south of Carefree Cove Dr and east of Hwy 17.

• Bridge No. 2 is a 91-foot-long pony truss pedestrian bridge that crosses over a small canal (unknown name) that connects to the West side of Lake Rochelle in Winter Haven, FL., is just east of the vehicular FDOT Bridge No. 160084 (culvert), which crosses over the same canal, and is about 1,000 ft. North of the intersection of Chain of Lakes Trail and Sanctuary Blvd.

The repairs to each bridge included in this project are detailed in the Bridge Repair Specifications included in the solicitation documents. These repairs include but are not limited to concrete apron and concrete pavement replacement, repairs to expansion joints, timber rub rail replacement, bridge deck repairs, coating existing structural steel, and power wash pedestrian railings & sidewalks.

Bridge 1 Bridge 2

September 8, 2023

Chain of Lakes Trail Bridge #1 Repairs

REQUEST FOR PROPOSAL

Prepared for:

City of Winter Haven Public Works P.O. Box 2277

Winter Haven, FL 33883

Prepared by:

KCI Technologies, Inc.

4041 Crescent Park Drive

Tampa, FL 33578

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROLANDO CORSA, PE USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

Request for Proposal – Chain of Lakes Trail Bridge #1 Repairs

BRIDGE REPAIR SPECIFICATIONS & PAY ITEMS*

*NOTE: THE ESTIMATED QUANTITIES PROVIDED IN THE PAY ITEM NOTES AND EXHIBITS ARE FOR

INFORMATION ONLY. NO ADDITIONAL PAYMENTS WILL BE MADE FOR ANY VARIATION FROM THE

ACTUAL QUANTITIES. ALL PAY ITEMS ARE ON A LUMP SUM BASIS.

1.0 MOBILIZATION – THIS PAY ITEM IS LIMITED TO 5% OF THE TOTAL BID AMOUNT. THE

ADDITIONAL COSTS FOR MOBILIZATION OF EQUIPMENT AND LABOR BEYOND THE 5% LIMIT

SHALL BE INCLUDED IN OTHER ASSOCIATED PAY ITEMS. EXHIBIT A PROVIDES THE LOCATION OF

THE BRIDGE.

2.0 MAINTENANCE OF TRAFFIC - PROVIDE FOR MAINTENANCE OF PEDESTRIAN TRAFFIC FOR ALL

THE PROPOSED WORK ITEMS IN ACCORDANCE WITH FDOT SPECIFICATION 102. FULL CLOSURE

OF THE PEDESTRIAN BRIDGE IS REQUIRED. THE CONTRACTOR SHALL FABRICATE 2

APPROPRIATELY SIZED SIGNS STATING, BRIDGE WILL BE CLOSED ON (DATE) FOR A PERIOD OF

(X) WEEKS FOR REPAIRS. THE SIGNS SHALL BE INSTALLED ON BOTH BRIDGE APPROACHES AT

LEAST TWO (2) WEEKS IN ADVANCE OF CLOSING THE BRIDGE. PER SPECIFICATION 102-4, THE

CONTRACTOR SHALL SUBMIT A TTCP FOR DETOURING PEDESTRIAN TRAFFIC, SECURING THE

BRIDGE FROM UNAUTHORIZED ACCESS.

3.0 CONCRETE APRON REPLACEMENT – REMOVE AND DISPOSE OF EXISTING CONCRETE APRONS

AND TRENCHES AT BOTH ABUTMENTS, GRADE AND FILL IF NECESSARY AND COMPACT.

EXCAVATE TWO (2) FOOT DEEP TRENCHES AT THE TOP ADJACENT TO THE ABUTMENTS, AT TOE

OF THE SLOPES BEHIND THE RETAINING WALLS AND ALONG THE EDGES OF THE NEW APRONS

TO ANCHOR THE FABRIFORM RIPRAP. PROVIDE AND INSTALL A 6” LAYER OF #3 STONE PER FDOT SPECIFICATION 531-2.1.4 (BEDDING STONE) WITH FILTER FABRIC BELOW THE STONE AND 12” TOES ALONG THE TOP OF SLOPE, TOE OF SLOPE AND EDGES OF THE INSTALLATION LIMITS AS

SHOWN IN EXHIBIT B AT ABUTMENT 1 AND EXHIBIT C AT ABUTMENT 2 . THE CONTRACTOR

SHALL FIELD MEASURE TO CONFIRM THE DIMENSIONS BETWEEN THE ABUTMENTS AND THE

RETAINING WALLS AT THE TOE OF THE SLOPE PRIOR TO ORDERING THE FILTER FABRIC AND

BEDDING STONE.

4.0 CONCRETE PAVEMENT REPLACEMENT AND REPAIRS

4.1 REPLACE SIDEWALK APPROACH SLABS (AT BOTH ABUTMENTS) – REMOVE THE EXISTING 10

FOOT LONG CONCRETE SIDEWALK APPROACH SLABS AND INSTALL NEW CONCRETE

APPROACH SLABS AS SHOWN IN EXHIBIT D. PROVIDE AND INSTALL A BOLLARD AT BOTH

APPROACH SLABS. FOR DETAILS, SEE SUBSECTION 4.5 BELOW. CAREFULLY REMOVE THE

EXISTING 7” THICK x 14’-3 ¼” WIDE x 10 FT LONG APPROACH SLABS SO AS NOT TO DAMAGE THE EXISTING BACKWALL. INSTALL 7- #5 x 1’-3” LONG BARS AT 2’-3” MAX. SPACING

ADHESIVE BONDED GRADE 60 DOWELS AT MID-DEPTH OF BACKWALL WITH 9” MIN.

EMBEDMENT EA. USE HSHV TYPE EPOXY BONDING SYSTEM PER FDOT SPECIFICATION 937.

APPROACH SLAB REINFORCING CONSISTS OF 16-#6 BARS @ 11” MAX. LONGITUDINAL

(BOT.) AND 11-#5 BARS @ 11 ¼” MAX. TRANSVERSE (BOT.). USE 3” CONCRETE COVER FOR

BOTTOM REINFORCING AND SIDES. PROVIDE THICKENED EDGES PER FDOT STANDARD 515-

052 (CASE 1) TO ACCOMMODATE THE RAILING ANCHOR BOLTS.

4.2 REPLACE SIDEWALK SLABS (AT BOTH ABUTMENTS) - REMOVE AN ADDITIONAL 10 FOOT

SEGMENT OF EXISTING CONCRETE SIDEWALK SECTIONS AND INSTALL NEW SIDEWALK

SLABS WITH THICKENED EDGE PER FDOT STANDARD 515-052 (CASE 1) TO ACCOMMODATE

THE RAILING ANCHOR BOLTS. IN ADDITION, FILL ALL EXISTING VOIDS AND COMPACT PER

FDOT SPECIFICATIONS, AND RESTORE FINISH GRADES, AND SOD AS SHOWN IN EXHIBIT E.

4.3 REMOVE AND REINSTALL RAILINGS - CONTRACTOR SHALL REMOVE PEDESTRIAN RAILINGS

AS REQUIRED TO REPLACE THE APPROACH SIDEWALK SLABS, STORE WHILE PERFORMING

REPAIR WORK ITEMS AND REINSTALL USING SIMILAR NEW ANCHOR BOLTS.

4.4 REPAIR SIDEWALK SLAB CRACKS - CONTRACTOR SHALL REPAIR THE LONGITUDINAL

CRACKS AT LOCATIONS TO BE DETERMINED BY THE ENGINEER IN FIELD PRIOR TO

CONSTRUCTION BY CLEANING THE CRACKS, REMOVING LOOSE CONCRETE, FILLING THE

CRAKS WITH SAND AND A HIGH MOLECULAR WEIGHT METHACRYLATES (HMWM) PER

FDOT SPECIFICATION 413.

4.5 INSTALL NEW BOLLARDS – INSTALL A SINGLE BOLLARD IN THE MIDDLE OF BOTH

APPROACH SLABS AND APPROXIMATELY 2’-0” FROM BRIDGE BEGIN/END AS SHOWN IN

EXHIBIT D. THE BOLLARD SHALL BE FABRICATED FROM A 6”-DIAMETER SCHEDULE 40

GALVANIZED STEEL PIPE FILLED WITH 3000 PSI CONCRETE. THE BOLLARD PIPE SHALL BE

EMBEDDED A MINIMUM OF 1-6” INTO 1’-6” DIA. X 2’-0” DEEP CONCRETE FOOTING (3000

PSI). PROVIDE A ½” EXPANSION JOINT MATERIAL WITH 1” SILICONE SEALANT BETWEEN

THE BOLLARD FOOTING AND APPROACH SLAB. THE FINAL SELECTION OF BOLLARD TYPE

(FIXED OR DETACHABLE) TO BE PER THE CITY OF WINTER HAVEN RECOMMENDATION. THE

CONTRACTOR SHALL PROVIDE SHOP DRAIWNGS WITH SUFFICIENT DETAILS FOR REVIEW

AND APPROVAL BY THE ENGINEER. PROVIDE ½” EXPANSION JOINT MATERIAL AND SEAL

WITH 1” DEEP TYPE D SILICONE SEALANT PER FDOT SPECIFICATION 932 BETWEEN THE

NEW APPROACH SLAB AND SIDEWALK SLAB.

5.0 EXPANSION JOINT REPAIRS - INSTALL A NEW 1” POURED JOINT WITH BACKER ROD JOINT SYSTEM (@ 700F PER FDOT STANDARD 458-110) TO REPLACE THE EXISTING EXPANSION JOINTS

BETWEEN THE BRIDGE AND THE NEW APPROACH SLABS. CLEAN AND REPAINT THE EXISTING

JOINT STEEL ARMOR ANGLE ON THE BRIDGE SIDE BEFORE INSTALLING THE POURED EXPANSION

JOINT.

6.0 TIMBER RUB RAIL REPLACEMENT – REMOVE ALL EXISTING TIMBER RUB RAILS FULL LENGTH OF

BRIDGE AND INSTALL 2”X6” COMPOSITE BOARDS. RE-USE EXISTING STEEL BOLTS WHEN

FASTENING NEW COMPOSITE RUB RAIL.

7.0 BRIDGE DECK REPAIRS – SEAL BRIDGE DECK SURFACES AND CRACKS USING PENETRANT

SEALERS AND HIGH MOLECULAR WEIGHT METHACRYLATES (HMWM) PER FDOT SPECIFICATION

413. THE CONTRACTOR IS REQUIRED TO PROTECT AND AVOID PLACING TREATMENT

MATERIALS ON OTHER PARTS OF THE BRIDGE STRUCTURE.

8.0 COAT EXISTING STRUCTURAL STEEL – COMPLETELY REMOVE AND REPLACE THE EXISTING

COATING SYSTEM ON ALL EXPOSED EXISTING STRUCTURAL STEEL MEMBERS IN ACCORDANCE

WITH FDOT SECTION 561. USE COATING SYSTEMS MEETING THE REQUIREMENTS OF FDOT

SECTION 975 AND ARE LISTED ON THE FDOT APPROVED PRODUCT LIST (APL). SEE ORIGINAL

BRIDGE PLANS IN EXHIBIT F TO ESTIMATE PAINT QUANTITIES. PROVIDE THE FOLLOWING

SUBMITTAL AND RECEIVE WRITTEN ACCEPTANCE BY THE ENGINEER PRIOR TO THE

CONSTRUCTION OF THE PROJECT:

8.1 THE CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC QUALITY CONTROL PLAN AT LEAST 7

DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, UNLESS OTHERWISE ALLOWED BY

THE ENGINEER.

8.2 MANUFACTURER'S PRODUCT DATA SHEET (PDS) AND MATERIAL SAFETY DATA SHEETS

(MSDS) FOR ALL MATERIALS TO BE USED ON THE PROJECT.

8.3 COLOR COUPONS (3 EACH) OF THE FINISH COAT FOR ALL STRUCTURAL STEEL. THE FINAL

PAINT COAT SHALL BE SIMILAR TO THE COLOR OF THE EXISTING STEEL.

9.0 POWER WASH PEDESTRIAN RAILINGS & SIDEWALKS – CONTRACTOR SHALL POWER WASH THE

APPROACH PEDESTRIAN RAILINGS & SIDEWALKS. USE THE SAME SIZE AND GRADE GALVANIZED

STEEL ANCHOR BOLTS, NUTS AND WASHERS AS EXISTING TO REINSTALL THE PEDESTRAIN

RAILING.

10.0 REFERENCE MATERIALS

EXHIBIT A – BRIDGE LOCATION

EXHIBIT B – CONCRETE APRON REPLACEMENT – AT ABUTMENT 1

EXHIBIT C – CONCRETE APRON REPLACEMENT – AT ABUTMENT 2

EXHIBIT D – SIDEWALK APPROACH SLAB REPLACEMENT AND REPAIRS– ELEVATION VIEW

EXHIBIT E – SIDEWALK APPROACH SLAB REPLACEMENT AND REPAIRS – PLAN VIEW

EXHIBIT F – ORIGINAL BRIDGE PLANS

EXHIBIT A

Gina.Verrastro Line

Gina.Verrastro Callout Bridge #1 Location

Gina.Verrastro Typewritten Text N

Gina.Verrastro Arrow

10 FT15 FT

25 FT

24 FT

15 FT23 FT

30 FT

ABUTMENT 1 SLOPE PROTECTION

EXHIBIT B

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Callout ELIMINATE THE TRENCH AT THE TOE OF SLOPE & SET THE BEDDING STONE FLUSH WITH TOP OF WALL

Ralph.Verrastro Callout

MAINTAIN THE 2 FT BERM AT THE TOP OF SLOPE

Gina.Verrastro Text Box APPROX. QUANTITY OF FILTER FABRIC = (12)(28)+0.5(28+19)(15)+0.5(19)(30) = *973.5 SF *provided for information only, verify before ordering

26 FT +/-

26 FT +/-26 FT+/-

16 FT +/-

25 FT +/-

ABUTMENT 2 SLOPE PROTECTION

EXHIBIT C

Ralph.Verrastro Line

Ralph.Verrastro Callout

MAINTAIN THE 2 FT BERM

AT THE TOP OF SLOPE

Ralph.Verrastro Callout ELIMINATE THE TRENCH AT THE TOE OF SLOPE & SET THE BEDDING STONE FLUSH WITH TOP OF WALL

Gina.Verrastro Text Box

APPROX. QUANTITY OF FILTER FABRIC = 1/2(20+30)(30)+1/2(20)(30) = *1050 SF

*provided for information only, verify before ordering

10 FT

14.3 FT

12 FT

10 FT

EXHIBIT D

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Line

Ralph.Verrastro Callout ITEM 4.1 - REMOVE AND REPLACE THE APPROACH SLAB USING A 12" THICK SLAB REINFORCED PER FDOT STANDARD 400-091. THE CONTRACTOR SHALL REMOVE A PORTION OF THE ABUTMENT BACKWALL TO PROVIDE A BEARING SURFACE FOR THE 12" MIN THICK APPROACH SLAB SEE EXHIBITS E AND F.

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Ralph.Verrastro Callout ITEM 4.2 - REMOVE AND REPLACE THIS SECTION OF SIDEWALK WITH A 6 IN THICK SIDEALK SLAB PER FDOT SPEC SECTION 522. PROVIDE 12" THICKENED EDGES FOR SIDEWALK ANCHORAGE

Ralph.Verrastro Callout

ITEM 4.5 PROVIDE AND INSTALL A NEW BOLLARD

Ralph.Verrastro Callout

ITEM 4.4 - REPAIR SIDEWALK CRACKS

Ralph.Verrastro Callout

ITEM 4.3 - REMOVE AND REINSTALL RAILINGS FOR SLAB REPLACEMENT (TYP)

Ralph.Verrastro Line

/6 /2

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

APPROACH SLABS (30 FT.)

(RIGID PAVEMENT APPROACHES)

11/01/17 1 2 400-091 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge

Back Face of Backwall (Beam

Permitted

Construction Joint

& Bottom) (Typ.)

Bars 5B (Top

2" over wall panels)

4" Cover (except only, see Plan View)

4 ~ Bars 5C2 @ 6" (Case 2 for Joint Details

Superstructure Sheets

See Structures Plans, if applicable)

(Front Face of Backwall

Begin or End Bridge pavement to rigid

Edge adjacent

Sheets (Typ.)

Copings shown on Superstructure with alignment of Left & Right

(Coping) shall match and conform

Outside edge of Approach Slab if applicable)

(Front Face of Backwall

Begin or End Bridge or Edge of Bent Cap

Back Face of Backwall

Control Line

Geometric

Permitted

Construction Joint rigid pavement

Edge adjacent to if applicable)

(Front Face of Backwall

Begin or End Bridge or Edge of Bent Cap

Back Face of Backwall

Cases 1 & 2)

Note 3 and Detail) (Typ.

location is at edge of lane, see

Longitudinal Const. Joint (Preferred

Permitted

Construction Joint

3" Min.

Varies 1'-6" Max.

Control Line

Geometric

1'-0" (Top)

9" (Bottom)

(Typ.)

2" Cover

Sheet 2.

Joint Detail and Approach Slab Details see

For Section B-B, Longitudinal Construction

CROSS REFERENCES:

see End Bent Sheets for placement)

U-Shaped Dowels (Billed with End Bents, Organic Felt bond breaker

(Typ.)

* Bars C1

(Typ.)

* Bars C1 the Approach Slab.

Wall, are used at the edge of or the Traffic Railing/Noise

Single-Slope Traffic Railings, as shown when the 36" or 42"

NOTE: Bars C1 are required *

Roadway Plans for Optional Base details and quantities.

reinforcing steel and is considered incidental to the work. See on retaining walls is not included in the estimated quantity for

9. PAYMENT: Deformed WWR for the edge of Approach Slabs as detailed on the additional approach slab sheets.

Provide railings, parapets, traffic separators and sidewalks a typical approach slab with edge barriers and no sidewalks.

8. Approach slabs shown in Plan View Cases 1 and 2 represent

Section A-A will facilitate the placement of the expansion joint.

may be required. The permitted construction joint shown in

7. PROFILOGRAPH: If profilograph requirements apply, planing

Section 931.

6. Deformed WWR must meet the requirements of Specification in accordance with Index 350-001 and 370-001.

shown reinforcement shall be utilized, and Dowels provided end of bridge or a left skew shall be treated similarly. The for an approach slab at begin bridge; approach slab at the

(Ø) is > 0°. The slab shown represents a skew to the right

5. The plan view for CASE 2 applies where the skew angle

(Ø) = 0°. Relevant details also apply to CASE 2.

4. The plan view for CASE 1 applies when the skew angle shown in the Longitudinal Construction Joint Detail.

by the Engineer, the transverse steel shall be extended as

3. When a longitudinal construction joint is necessary or allowed

2. CONDUIT: If required, see Structures Plans for Conduit details.

finish to sidewalk areas.

to begin or end bridge. See Bid Item Notes. Apply a broomed to the riding surface from begin or end approach slab joint

1. SURFACE TREATMENT: Apply a Class 4 Floor Finish (Grooved)

350-001 & 370-001 (Typ.)

Dowels per Index

(Typ.)

& 370-001

350-001

Index

Dowels per

(Typ.)

& 370-001

350-001

Index

Dowels per

45°

(M in

Bars 5A1

Bars 8A2

30'-0" (Min.)

" Cover2

Case 2 Plan View)

Gutter Line

Case 2

Typical Case 1 &

90° (Typ.)

B a r s

M a x B o tt o m o f S la b

B a r s

M a x

T o p o f S la b

2'-0"

Gutter Line

3" Bars 5B @ 1'-0" Max. (Top of Slab)

Bars 5B @ 9" Max. (Bottom of Slab)

(Placed between Bars 5B, Top of Slab)

90°

(Placed between Bars 5B, Top of Slab)

9" Typical Case 1 & Case 2

D im

Gutter Line

(Top of slab)

4 ~ Bars 5C2 @ 6"

Gutter Line

2'-0"

(Placed between Bars 5B, Top of Slab)

D im

D im e n s io n t o m a tc h S u p e r s tr u c tu r e S h e e ts

SECTION A-A

PLAN VIEW (CASE 1)

PLAN VIEW (CASE 2)

GENERAL NOTES

Bars 5B1 @ 9" Max. (Bottom of Slab)

Bars 5B1 @ 1'-0" Max. (Top of Slab) Bars 5B2 @ 1'-0" Max.

Bars 5B3 @ 9" Max.

Bars 5B1 @ 1'-0" Max. (Top of Slab)

Bars 5B1 @ 9" Max. (Bottom of Slab)

Dim. L1 = 30'-0" Min.

Dim. L1 = 30'-0" + N x Tan Ø

Dim. L2 = 30'-0" Min. Dim. L2 = 30'-0" Min.

D im

M a tc h S u p e r s tr u c tu r e S h e e ts

(See Note 9)

Optional Base

2'-0" (See Case 1 &

* Bars C1 @ 1'-0" Max. (Top of Slab) * Bars C1 @ 1'-0" Max. (Top of Slab)

* Bars C1 @ 1'-0" Max. (Top of Slab)

EXHIBIT F

Fares.Tannous Text Box

Fares.Tannous Line

Fares.Tannous Callout Provide 1/2" Expansion Joint Material and Seal the Joint with 1" Deep Type D Silicone Sealant per FDOT Specification 932.

Fares.Tannous Line

Fares.Tannous Callout New Sidewalk

Fares.Tannous Line

Fares.Tannous Text Box 10'-0" (Approach Slab Typ.)

Fares.Tannous Line

Fares.Tannous Text Box 10'-0" (Approach Slab Typ.)

Fares.Tannous Line

Fares.Tannous Text Box Sidewalk

Fares.Tannous Line

Fares.Tannous Rectangle

Fares.Tannous Callout #6 Dowel (with 9" Min. Embedment Typ.) Adhesive Bonded Dowel Bars. Use HSHV Type Adhesive Bonding System per FDOT Specification

Fares.Tannous Line

Fares.Tannous Dimension

Fares.Tannous Line

Fares.Tannous Callout 11" Max.

/6 /2

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

APPROACH SLABS (30 FT.)

(RIGID PAVEMENT APPROACHES)

11/01/17 2 2 400-091

Shape shown) varies, 32" Vertical

Traffic Railing (Type

Required

Const. Joint to match superstructure sheets)

Raised Sidewalk (geometry & reinforcement

Required

Const. Joint

Required

Const. Joint Railing

Pedestrian/Bicycle

Required

Const. Joint Required

Const. Joint

Required

Const. JointRequired

Const. Joint those on adjoining bridge.

Separators and Sidewalks to match

Pedestrian/Bicycle Railings, Traffic

Geometry of Traffic Railings, NOTE:

Required

Const. Joint cure silicone 1" deep

Poured rubber or rapid

Slope

Side

Index for placement reinforcement; see relevant

Pedestrian/Bicycle Railing

Traffic Railing or

Wingwall

End Bent of Backwall

Front Face

Girder

Beam or

Pedestrian/Bicycle Railing

Traffic Railing or

Bridge

Begin or End

Bridge

Begin or End

Deck

Bridge

Girder

Beam or of Backwall

Front Face

Backwall

Back Face of

Pedestrian/Bicycle Railing

Traffic Railing or relevant Index for placement

Railing Parapet reinforcement; see

Traffic Railing or Pedestrian/Bicycle of Retaining Wall used vary depending on type

Actual location & width

Sheets for Details)

Retaining Wall (See Wall

8A2

Bars

" each side)ƀ& shown hatched (3" top

Expanded Polystyrene edge of Retaining Wall

Bent to retain and conceal

" (Min. thickness) lug on End ƀ5

Polystyrene ƀ" Thick Expanded

Backwall to end of Wingwall extend from Front Face of

" Preformed Joint Filler - ƀ

JOINT DETAIL

LONGITUDINAL CONSTRUCTION

APPROACH SLAB WITH RAISED SIDEWALK

SECTION B-B

APPROACH SLAB WITH SIDEWALK

SECTION B-B

APPROACH SLAB WITH MEDIAN TRAFFIC RAILING

SECTION B-B

APPROACH SLAB WITH TRAFFIC SEPARATOR

SECTION B-B

STANDARD APPROACH SLAB

SECTION B-B

AND END BENT WINGWALL

SECTION THRU APPROACH SLAB

BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR)

VIEW C-C AT BEGIN OR END BRIDGE (BEAM

AND RETAINING WALL

SECTION THRU APPROACH SLAB

BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR)

VIEW D-D AT BEGIN OR END BRIDGE (BEAM

2'-2" Min.

length or extended

Bars 5B may be full lap Reqd.

2'-2" Min.

as Reqd.

* Bars C1

Joint Filler ƀ" Preformed with 2" Min. concrete cover

Provide Supplemental #4 Bar

(Railing Not Shown For Clarity)

RETAINING WALLS WITH 2'-3" COPING HEIGHT

COPING TRANSITION DETAIL FOR

mat of steel (See Sheet1, Note 6) wide) tied to the top of the bottom

WWR 4x4 ~ W4.0xW4.0 (Min. 2'-6"

Construction Joint see Sheet 1.

For location of Section B-B and Longitudinal

CROSS REFERENCES:

36" Single-Slope shown)

(Type varies, Traffic Railing shown)

36" Single-Slope

(Type varies, Traffic Railing edge of the Approach Slab.

Railing/Noise Wall, are used at the

Slope Traffic Railing, or the Traffic shown when the 36" or 42" Single-

NOTE: Bars C1 are required as * shown)

36" Single-Slope

(Type varies, Traffic Railing shown)

36" Single-Slope

(Type varies, Traffic Railing

Railing similar and Pedestrian/Bicycle other Traffic Railings

Single-Slope shown, Traffic Railing, 36"

Railing similar and Pedestrian/Bicycle shown, other Traffic Railings

Traffic Railing, 36" Single-Slope as Reqd.

* Bars C1

Bars 5B

3" Min.

Bars 5A1

Longitudinal Const. Joint

Bars 8A2

Traffic Separator

Edge of Approach Slab (Coping)

Shoulder Line

Fill

End Bent Wingwall

Bars 8A2Approach Slab

Bars 5B

Bars 5A1

Cheekwall

Bridge DeckApproach Slab

Top of Backwall

Approach Slab Bridge

Cheekwall

Face of Retaining Wall

Retaining Wall Coping

Approach Slab

Top of Backwall

C o p in g

(W a ll

M in

6"1'-0" ±

45°

Bars 5B

Bars 5A1

Edge of Approach Slab (Coping)

" (Min.)ƀ5 ƀ -2

"ƀ6

APPROACH SLAB WITH WINGWALL DETAILS

APPROACH SLAB WITH RETAINING WALL DETAILS

Top of Retaining Wall

Transition

Coping

2'-0" 12"

C o p in g

Approach Slab

C o p in g

* Bars C1

(See Sheet 1, Note 9)

Optional Base

**(See Sheet 1, Note 9)

Optional Base

Median Traffic Railing

36" Single-Slope

Ralph.Verrastro

THE CONTRACTOR SHALL REMOVE A PORTION OF THE TOP OF THE BACKWALL TO PROVIDE A BEARING SURFACE FOR THE 12" MIN THICK APPROACH SLAB.

Ralph.Verrastro Callout THE CONTRACTOR SHALL PROVIDE AND INSTALL FILL AS REQUIRED TO FILL IN UNDER THE APPROACH SLAB AND ON THE EDGES OF THE APPROACH SLAB TO RESTORE THE GRADE TO THE TOP OF THE APPROACH SLAB AND INSTALL SOD

Ralph.Verrastro Line

Ralph.Verrastro Pencil

Fares.Tannous Text Box

EXHIBIT E

EXHIBIT H

Rolando.Corsa Text Box

EXHIBIT F

September 8, 2023

Chain of Lakes Trail Bridge #2 Repairs

REQUEST FOR PROPOSAL

Prepared for:

City of Winter Haven Public Works P.O. Box 2277

Winter Haven, FL 33883

Prepared by:

KCI Technologies, Inc.

4041 Crescent Park Drive

Tampa, FL 33578

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROLANDO CORSA, PE USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

Request for Proposal – Chain of Lakes Trail Bridge #2 Repairs

BRIDGE REPAIR SPECIFICATIONS & PAY ITEMS*

*NOTE: THE ESTIMATED QUANTITIES PROVIDED IN THE PAY ITEM NOTES AND EXHIBITS ARE FOR

INFORMATION ONLY. NO ADDITIONAL PAYMENTS WILL BE MADE FOR ANY VARIATION FROM THE

ACTUAL QUANTITIES. ALL PAY ITEMS ARE ON A LUMP SUM BASIS.

1.0 MOBILIZATION – THIS PAY ITEM IS LIMITED TO 5% OF THE TOTAL BID AMOUNT. THE

ADDITIONAL COSTS FOR MOBILIZATION OF EQUIPMENT AND LABOR BEYOND THE 5% LIMIT

SHALL BE INCLUDED IN OTHER ASSOCIATED PAY ITEMS. EXHIBIT A PROVIDES THE LOCATION OF

THE BRIDGE.

2.0 MAINTENANCE OF TRAFFIC - PROVIDE FOR MAINTENANCE OF PEDESTRIAN TRAFFIC FOR ALL

THE PROPOSED WORK ITEMS IN ACCORDANCE WITH FDOT SPECIFICATION 102. FULL CLOSURE

OF THE PEDESTRIAN BRIDGE IS REQUIRED. THE CONTRACTOR SHALL FABRICATE 2

APPROPRIATELY SIZED SIGNS STATING, BRIDGE WILL BE CLOSED ON (DATE) FOR A PERIOD OF

(X) WEEKS FOR REPAIRS. THE SIGNS SHALL BE INSTALLED ON BOTH BRIDGE APPROACHES AT

LEAST TWO (2) WEEKS IN ADVANCE OF CLOSING THE BRIDGE. PER SPECIFICATION 102-4, THE

CONTRACTOR SHALL SUBMIT A TTCP FOR DETOURING PEDESTRIAN TRAFFIC, SECURING THE

BRIDGE FROM UNAUTHORIZED ACCESS.

3.0 VEGETATION REMOVAL - REMOVE VEGETATION FROM BOTH SIDES OF THE BRIDGE TO A LIMIT OF 10 FEET OUTSIDE THE FASCIA LINES FOR THE FULL LENGTH OF THE BRIDGE IN ACCORDANCE

WITH FDOT SPECIFICATION 0110-1-1 CLEARING AND GRUBBING. SEE EXHIBIT B FOR

VEGETATION.

4.0 CONCRETE PAVEMENT REPLACEMENT AND REPAIRS

4.1 REPLACE SIDEWALK APPROACH SLABS (AT BOTH ABUTMENTS) – REMOVE THE EXISTING 10

FOOT LONG CONCRETE SIDEWALK APPROACH SLABS AND INSTALL NEW CONCRETE

APPROACH SLABS AS SHOWN IN EXHIBIT C, PHOTO 1 AND INSTALL A BOLLARD ON BOTH

APPROACH SLABS. FOR DETAILS, SEE SUBSECTION 4.5 BELOW. CAREFULLY REMOVE THE

EXISTING 7” THICK x 14’-3 ¼” WIDE x 10 FT LONG APPROACH SLABS SO AS NOT TO DAMAGE THE EXISTING BACKWALL. INSTALL 7- #5 x 1’-3” LONG BARS AT 2’-3” MAX. SPACING

ADHESIVE BONDED GRADE 60 DOWELS AT MID-DEPTH OF BACKWALL WITH 9” MIN.

EMBEDMENT EA. USE HSHV TYPE EPOXY BONDING SYSTEM PER FDOT SPECIFICATION 937.

APPROACH SLAB REINFORCING CONSISTS OF 16- #6 BARS @ 11” MAX. LONGITUDINAL

(BOT.) AND 11-#5 BARS @ 11 ¼” MAX. TRANSVERSE (BOT.). USE 3” CONCRETE COVER FOR

BOTTOM REINFORCING AND SIDES. PROVIDE THICKENED EDGES PER FDOT STANDARD 515-

052 (CASE 1) TO ACCOMMODATE THE RAILING ANCHOR BOLTS.

4.2 REPLACE SIDEWALK SLABS (AT BOTH ABUTMENTS) - REMOVE AN ADDITIONAL 10 FOOT

SEGMENT OF EXISTING CONCRETE SIDEWALK SECTIONS AND INSTALL NEW SIDEWALK

SLABS WITH THICKENED EDGE PER FDOT STANDARD 515-052 (CASE 1) TO ACCOMMODATE

THE RAILING ANCHOR BOLTS.

4.3 REMOVE AND REINSTALL RAILINGS - CONTRACTOR SHALL REMOVE PEDESTRIAN RAILINGS

AS REQUIRED TO REPLACE THE APPROACH SIDEWALK SLABS, STORE WHILE PERFORMING

REPAIR WORK ITEMS AND REINSTALL USING SIMILAR NEW ANCHOR BOLTS.

4.4 REPAIR SIDEWALK SLAB CRACKS - CONTRACTOR SHALL REPAIR THE LONGITUDINAL CRACKS

AT LOCATIONS TO BE DETERMINED BY THE ENGINEER IN FIELD PRIOR TO CONSTRUCTION

BY CLEANING THE CRACKS, REMOVING LOOSE CONCRETE, FILLING THE CRAKS WITH SAND

AND A HIGH MOLECULAR WEIGHT METHACRYLATES (HMWM) PER FDOT SPECIFICATION

413.

4.4.1 BEGIN BRIDGE (SOUTH END)- LONGITUDINAL CRACK #1 (APPROXIMATELY 22 LF)

AS SHOWN IN EXHIBIT C, PHOTO 2 AND LONGITUDINAL CRACK #2

(APPROXIMATELY 21 LF) AS SHOWN IN EXHIBIT C, PHOTO 3.

4.4.2 END BRIDGE (NORTH END) - LONGITUDINAL CRACK #3 AS SHOWN EXHIBIT C,

PHOTO 4 (APPROXIMATELY 20 LF)LONGITUDINAL CRACK #4 AS SHOWN EXHIBIT

C, PHOTO 5 (APPROXIMATELY 41 LF) AND LONGITUDINAL CRACK #5 AS SHOWN

IN EXHIBIT C, PHOTO 6 (APPROXIMATELY 20 LF).

4.5 INSTALL NEW BOLLARDS – INSTALL A SINGLE BOLLARD IN THE MIDDLE OF BOTH

APPROACH SLABS APPROXIMATELY 2’-0” FROM BRIDGE BEGIN/END. THE BOLLARD SHALL

BE FABRICATED FROM A 6”-DIAMETER SCHEDULE 40 GALVANIZED STEEL PIPE FILLED WITH

3000 PSI CONCRETE. THE BOLLARD PIPE SHALL BE EMBEDDED A MINIMUM OF 1-6” INTO

1’-6” DIA. X 2’-0” DEEP CONCRETE FOOTING (3000 PSI). PROVIDE A ½” EXPANSION JOINT

MATERIAL WITH 1” SILICONE SEALANT BETWEEN THE BOLLARD FOOTING AND APPROACH

SLAB. THE FINAL SELECTION OF BOLLARD TYPE (FIXED OR DETACHABLE) TO BE PER THE

CITY OF WINTER HAVEN RECOMMENDATION. THE CONTRACTOR SHALL PROVIDE SHOP

DRAIWNGS WITH SUFFICIENT DETAILS FOR REVIEW AND APPROVAL BY THE ENGINEER.

PROVIDE ½” EXPANSION JOINT MATERIAL AND SEAL WITH 1” DEEP TYPE D SILICONE

SEALANT PER FDOT SPECIFICATION 932 BETWEEN THE NEW APPROACH SLAB AND

SIDEWALK SLAB.

5.0 EXPANSION JOINT REPAIRS - REMOVE CONCRETE APPROACH SLABS TO LIMITS DETAILED

ABOVE AND INSTALL 1” POURED JOINT WITH BACKER ROD JOINT SYSTEM (@ 700F PER FDOT

STANDARD 458-110). CLEAN AND REPAINT THE EXISTING JOINT STEEL ARMOR ON BRIDGE SIDE BEFORE INSTALLING THE POURED EXPANSION JOINT. SEE COAT EXISTING STEEL FOR DETAILS.

6.0 TIMBER RUB RAIL REPLACEMENT – REMOVE ALL EXISTING TIMBER RUB RAILS FULL LENGTH OF

BRIDGE AND INSTALL 2”X6” COMPOSITE BOARDS. RE-USE EXISTING STEEL BOLTS WHEN

FASTENING NEW COMPOSITE RUB RAIL.

7.0 BRIDGE DECK REPAIRS – SEAL BRIDGE DECK SURFACES AND CRACKS USING PENETRANT

SEALERS AND HIGH MOLECULAR WEIGHT METHACRYLATES (HMWM) PER FDOT SPECIFICATION

413. THE CONTRACTOR IS REQUIRED TO PROTECT AND AVOID PLACING TREATMENT

MATERIALS ON OTHER PARTS OF THE BRIDGE STRUCTURE.

8.0 COAT EXISTING STRUCTURAL STEEL – COMPLETELY REMOVE AND REPLACE THE EXISTING

COATING SYSTEM ON ALL EXPOSED EXISTING STRUCTURAL STEEL MEMBERS IN ACCORDANCE

WITH FDOT SECTION 561. USE COATING SYSTEMS MEETING THE REQUIREMENTS OF FDOT

SECTION 975 AND ARE LISTED ON THE FDOT APPROVED PRODUCT LIST (APL). SEE EXHIBIT D FOR SOME TYPICAL PHOTOS OF THE EXISTING PAINT CONDITIONS. SEE ORIGINAL BRIDGE PLANS IN

EXHIBIT E FOR STEEL QUANTITIES. PROVIDE THE FOLLOWING SUBMITTAL AND RECEIVE

WRITTEN ACCEPTANCE BY THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE PROJECT:

8.1 THE CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC QUALITY CONTROL PLAN AT LEAST 7

DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, UNLESS OTHERWISE ALLOWED BY

THE ENGINEER.

8.2 MANUFACTURER'S PRODUCT DATA SHEET (PDS) AND MATERIAL SAFETY DATA SHEETS

(MSDS) FOR ALL MATERIALS TO BE USED ON THE PROJECT.

8.3 COLOR COUPONS (3 EACH) OF THE FINISH COAT FOR ALL STRUCTURAL STEEL. THE FINAL

PAINT COAT SHALL BE SIMILAR TO THE COLOR OF THE EXISTING STEEL.

9.0 POWER WASH PEDESTRIAN RAILINGS & SIDEWALKS – CONTRACTOR SHALL POWER WASH THE

APPROACH PEDESTRIAN RAILINGS & SIDEWALKS. USE THE SAME SIZE AND GRADE GALVANIZED

STEEL ANCHOR BOLTS, NUTS AND WASHERS AS EXISTING TO REINSTALL THE PEDESTRAIN

RAILING.

10.0 REFERENCE MATERIALS

EXHIBIT A – BRIDGE LOCATION

EXHIBIT B – VEGETATION

EXHIBIT C – SIDEWALK PAVEMENT REPLACEMENT AND REPAIRS

EXHIBIT D – PAINT DEFICIENCY PHOTOS

EXHIBIT E – ORIGINAL BRIDGE PLANS

EXHIBIT A

Gina.Verrastro Callout Bridge #2 Location

Gina.Verrastro Arrow

Gina.Verrastro Typewritten Text N

Gina.Verrastro Line

Request for Proposal – Chain of Lakes Trail Bridge #2 – Exhibit B

EXHIBIT B – VEGETATION REMOVAL

Begin Right Side – Vegetation Removal

Begin Left Side – Vegetation Removal

Request for Proposal – Chain of Lakes Trail Bridge #2 – Exhibit C

EXHIBIT C – APPROACH SLABS REPLACEMENT AND REPAIRS

Photo 1 – Approach Slab Repair Limits

Photo 2 – Begin Bridge Approach Crack #1

Gina.Verrastro Line

Gina.Verrastro Typewritten Text

12 FT

Gina.Verrastro Typewritten Text

14.3 FT

Gina.Verrastro Line

Gina.Verrastro Typewritten Text

10 FT

Gina.Verrastro Line

Gina.Verrastro Typewritten Text

10 FT

Gina.Verrastro Callout

ITEM 4.5 - PROVIDE AND INSTALLNEW BOLLARDS

Gina.Verrastro Callout

ITEM 4.3 - REMOVE AND REINSTALL RAILINGS FOR SLAB REPLACEMENT (TYP)

Gina.Verrastro Sticky Note Unmarked set by Gina.Verrastro

Ralph.Verrastro

ITEM 4.2 - REMOVE AND REPLACE THIS SECTION OF SIDEWALK WITH A 6 IN THICK SIDEALK SLAB PER FDOT SPEC SECTION 522. PROVIDE 12" THICKENED EDGES FOR SIDEWALK ANCHORAGE

Photo 3 – Begin Bridge Approach Crack #2

Photo 4 – End Bridge Approach Crack #3

Photo 5 – End Bridge Approach Slab – Crack #4

Photo 6 – End Bridge Approach Slab – Crack #5

Request for Proposal – Chain of Lakes Trail Bridge #2 – Exhibit D

EXHIBIT D – TYPICAL PAINT DEFICIENCY PHOTOS

Top Left Chord

Top Left Chord – Side View

Request for Proposal – Chain of Lakes Trail Bridge #2 – Exhibit D

Top Pedestrian Railing – Right Side

Top Pedestrian Railing

EXHIBIT E

CITY OF WINTER HAVEN - TERMS AND CONDITIONS - GENERAL PROVISION CLAUSES

(06/16/2023 constr)

1) GENERAL CONDITIONS:

a) Bidders are required to submit their proposals subject to and upon the following express conditions:

b) Bidders shall thoroughly examine the specifications, instructions, all other Contract Documents, visit the site of this project (if applicable) and fully acquaint itself, at its own risk, with all conditions which may affect completion of this project and/or delivery of bid items. Prospective Bidders, subcontractors and suppliers are encouraged to attend a pre-bid conference and site visit if announced in the advertisement for bid and/or included in specifications. Work areas to be examined during the site visit may contain hazardous materials or conditions. Attendees should review the information and safety precautions set forth in the Bid Documents to determine for themselves appropriate protective clothing or equipment.

Attendees further agree to indemnify and hold the City of Winter Haven harmless from any and all claims of personal injury arising from their participation in the site visit.

c) These Terms and Conditions and any contract documents related hereto are subject and subordinate to any existing or future state, federal, or local law, regulation, or written policy, which may be applicable hereto, including any applicable building codes.

d) PUBLIC RECORDS

City and Consultant/Contractor agree that Consultant/Contractor shall comply with Florida’s public records laws to specifically include the following:

Public Records. Consultant/Contractor agrees to:

i) Keep and maintain public records required by the public agency to perform the service.

ii) Upon request from the public agency’s custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copies within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law.

iii) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Consultant/Contractor does not transfer the records to the public agency.

iv) Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Consultant/Contractor or keep and maintain public records required by the public agency to perform the service. If the Consultant/Contractor transfers all public records to the public agency upon completion of the contract, the Consultant/Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Consultant/Contractor keeps and maintains public records upon completion of the contract, the Consultant/Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency’s custodian of public records, in a format that is compatible with the information technology systems of the public agency.

e) IF THE CONSULTANT/CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF

CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT’S/CONTRACTOR'S DUTY TO

PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CITY’S

CUSTODIAN OF PUBLIC RECORDS AT 863-291-5600, records@mywinterhaven.com; 451 THIRD

ST NW, WINTER HAVEN, FLORIDA 33881.

If the Consultant does not comply with a public records request, City shall enforce the contract provisions which may include immediate termination of contract.

mailto:records@mywinterhaven.com

f) It shall be understood and agreed that by the submission of a proposal, the Bidder, if awarded a contract, shall save harmless and fully indemnify the City and any of its officers, or agents from any and all damages that may, at any time, be imposed or claimed for infringement of any patent right, trademark, or copyright of any person or persons, association, or corporation, as the result of the use of such articles by the City, or any of its officers, agents, or employees, and of which articles the Contractor is not the patentee, assignee, licensee, or lawfully entitled to sell same.

g) It is the intent of the City of Winter Haven that this Invitation to Bid promotes competitive bidding. It shall be the bidder's responsibility to advise Procurement at the address noted in the solicitation, if any language, requirements, etc. inadvertently limits the requirements stated in this Invitation to Bid to a single source. Such notification must be received in writing by Procurement not later than ten (l0) days prior to the bid opening date.

h) Bidders must possess any applicable business, contractor, or occupational licenses at the time of submission of the Bid. The City may request proof of such licensure. Bidders shall also obtain all permits required for this project.

i) The City shall be entitled to rely on the written representations of the Bidder. No claims shall be paid by the City unless in writing and approved by the City. Additionally, sovereign immunity is not waived as to any verbal representations or comments made by the City.

j) Unless detailed elsewhere in the bid documents, proof of insurance naming the City as an additional insured shall be required of the successful bidder (on any project requiring work, labor, and/or installation on City property) with the following minimum coverage: workers compensation, general liability, and automobile insurance in an amount and form acceptable to the City, with limits of no less than one-million dollars.

2) DEFINITIONS

Whenever used in any of the Contract Documents, the following meanings shall be given to the terms herein defined:

a) ACCEPTANCE: The Seller shall be bound by the Purchase Order and its terms and conditions when it delivers the goods ordered or renders the services ordered by the City.

b) APPLICABLE LAW: Any contract entered into pursuant to this bid shall be construed in accordance with the laws of the State of Florida. Venue for any action or proceeding concerning this contract shall be in the State Courts of Polk County, Florida.

c) CHANGES: The City, without invalidating the Contract, may order changes, including additions, deletions, or modifications. The Parties recognize that said changes may affect price and time for performance, in which event appropriate adjustments will be considered. All such changes in the work shall be authorized in writing, signed by the City Manager or his designee, or the Procurement Manager in a manner consistent with contract documents. The price and the time for performance may be changed only by Change Order Request. By written instructions to the Contractor, the City may make minor changes in the work which are consistent with the purpose of the work and which do not change the contract price or time for completion. Procurement is to be notified of any proposed changes in: (a) materials used, (b) manufacturing process, or (c) construction. However, changes shall not be binding upon the City unless evidenced by a Change Order Request issued and signed by the Procurement Manager.

d) CITY: The City of Winter Haven, Florida or its authorized representative.

e) CONTRACT: The Contract executed by the City and the Contractor, and shall include all Contract and

Bid Documents.

f) CONTRACTOR: The successful bidder who enters into a Contract with the City to complete the project.

g) DEFAULT: Default in promised delivery of supplies, completion of project, or failure to meet specifications authorizes the City to terminate the Contractor's right to proceed with the order/work by giving the Contractor written notice. The defaulting Contractor may, at the discretion of the City, be charged the increase in costs of obtaining the goods/services elsewhere.

h) DOCUMENTS: The Bid Documents consist of the Invitation to Bid, Terms and Conditions, Construction

Agreement, Contract Bond, Special Provisions, Specifications, Technical Specifications, Proposal and Bid Form, Engineering Plans or Drawings prepared for a project, Addenda issued during the bidding period, and Change Orders issued after the Contract is let.

i) INDEMNIFICATION: As specified in the bid documents.

j) INSPECTION: The goods and services purchased are subject to the inspection and approval of the initiating department. The City reserves the right to reject goods and services which do not conform to provisions of the Purchase Order.

k) INSURANCE: As specified in the bid documents.

l) LIMITATION ON MUNICIPAL INDEMNITY: To the extent that the contract or agreement calls for the City to indemnify any party thereto, the following sentence shall be appended to the indemnity and shall control the indemnity as if set forth therein:

i) “Provided, however, that regardless of whether any such obligations incurred hereunder are based on tort, contract, statute, strict liability, negligence, product liability or otherwise, the obligations of the City of Winter Haven under this indemnification provision shall be limited in the same manner that would have applied if such obligations were based on, or arose out of, an action at law to recover damages in tort and were subject to section 768.28, Florida Statutes, as that section existed at the inception of this Contract or Agreement.” Provided further, no waiver of the City’s sovereign immunity is intended to be made herein.

ii) The addition of this language shall not be construed to create City indemnifications where none are expressly made in the terms and conditions of the contract or agreement.

m) ONLINE SOLICITATION: The City utilizes an internet based ONLINE SOLICITATION SYSTEM at www.negometrix.com to post solicitation opportunities.

n) PLATFORM: The City’s internet based online solicitation system is identified as and located at https://app.negometrix.com/buyer/690 (Provider). The Platform is utilized by the City and the Suppliers to:

1) allow Suppliers to register and manage their company records; 2) City posts and issues solicitation packages for Suppliers from inception to award of a solicitation; 3) allows Suppliers to submit a response online, electronically, through the Platform; 4) allows Suppliers to view all public record documents related to the Online Solicitation.

File Uploads - All electronic files uploaded must be in a common format accessible by software programs the City uses. Those common formats are generally described as Microsoft Word (.doc or .docx), Microsoft Excel (.xls or .xlsx), Microsoft Power Point (.ppt or pptx), or Adobe Portable Document Format (.pdf.). Suppliers will not secure, password protect or lock uploaded files; the City must be able to open and view the contents of the file. Suppliers will not disable or restrict the ability of the City to print the contents of an uploaded file. Scanned documents or images must be of sufficient quality, no less than 150 dpi, to allow for reading or interpreting the words, drawings, images or sketches. The City may disqualify any Submittal Response that does not meet the criteria stated in this paragraph.

o) STATEMENT OF ASSURANCE: No bids submitted shall be considered unless the Bidder warrants that upon execution of a Contract with the City it will:

http://www.negometrix.com/

i) not engage in employment practices that have the effect of discriminating against employees or prospective employees because of race, color, religion, sex, national origin, age, disability, or marital status

ii) will submit such reports as the City may thereafter require to assure compliance.

p) SUB-CONTRACTOR: An individual, firm, company, corporation, association, society or group which enters into a contract with the Contractor to do a portion of the work on this project.

q) TITLE: The risk of loss of goods covered by the Purchase Order shall remain with the Seller until the goods have been delivered to a designated site and actually received by the City. Any damage to the material and equipment, or loss of any kind, occasioned in transit shall be borne by the Seller.

r) WARRANTY: The Contractor shall not incorporate in the work of a project any materials or equipment subject to a chattel mortgage, a conditional sales contract, or any other agreement permitting a Vendor to retain an interest. The Contractor shall warrant clear title to all materials and equipment incorporated in the work; when the project is completed, the Contractor shall deliver to the City the improvements it has incorporated free of any lien or claim. The provisions of this section shall be included in all contracts with Vendors and Sub-Contractors. Vendors who furnish materials without a formal contract shall be given notice by Contractor that this provision exists.

3) INTERPRETATIONS OR ADDENDA:

a) No oral interpretation will be made to any Bidder as to the meaning of the Contract Documents or any part thereof--to include any error, omission, discrepancy or vagueness.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 30, 2024.