38593-QR Floating Dock & Gangway.pdf

PDF 1 MB Posted

Attached to
Floating Dock & Gangway.
Solicitation number
ITB-04476
Issued by
Polk County, Florida

About this file

This document is a Quote Request from the St. Johns River Water Management District (the District) seeking the fabrication of an 8' x 30' aluminum floating dock and a 5' x 30' aluminum gangway. The District requires shop drawings for approval prior to fabrication and an estimated fabrication and delivery schedule. Quotes are due by 3:00 p.m. on March 21, 2023, with the award based on the lowest total cost. The District anticipates issuing a Purchase Order for these services, with delivery of all materials required by June 30, 2023.

The scope of work includes the fabrication of the floating dock and gangway per the attached drawings, including all ancillary components such as interior pile guides, aluminum piles, and cleats. Pricing must be F.O.B. the District Service Center located in Palm Bay, Florida. Payment will be made within 45 days of inspection and acceptance of the goods, and the District is exempt from sales, excise, or federal transportation taxes.

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March 7, 2023

Interested Firms

Re: Quote Request 38593, Floating Dock and Gangway

The St. Johns River Water Management District (District) desires to procure an 8’ x 30’ floating dock and a 5’ x 30’ aluminum gangway. Please refer to drawings for details (Attachment 1) and Cost Schedule (Exhibit 1). Installation by others.

If you are interested in this project, email your quote (page 2) before 3:00 p.m. on March 21, 2023.

It is preferred that all quotes be submitted as an attachment to an email addressed to Mark Morris at rmmorris@sjrwmd.com for Floating Dock and Gangway. Receipt will be acknowledged by 4:00 p.m. on same day quotes are due.

Award of this quote shall be based on the lowest total cost. The District anticipates issuing a Purchase Order for these services. Refer to (Exhibit 2) to review the District’s standard Purchase Order terms and conditions.

Thank you.

Attachment 1 – Drawings Exhibit 1 – Cost Schedule Exhibit 2 – Statement of Work Exhibit 3 – Purchase Order Terms and Conditions

NOTE: Please check the box provided if you are unable to provide a quotation for this service at this time and return this page to my attention at rmmorris@sjrwmd.com.

I am unable to provide a quotation at this time for the following reason(s):

Respondent’s Signature Respondent’s Company Name mailto:rmmorris@sjrwmd.com

Exhibit 1– Cost Schedule

Item Quantity Total 8’ x 30’ Aluminum Floating Dock 1 ea. $ 5’ x 30’ Aluminum Gangway 1 ea. $ 4-Roller Interior Pile Guide 4 ea. $ Total for all items $

Expected Delivery time: _________________________________________________________

*Note: All prices should include shipping and handling charges to the SJRWMD Service Center located at 525 Community College Parkway, S.E., Palm Bay, FL 32909.

I HEREBY ACKNOWLEDGE, as Respondent's authorized representative, that I have fully read and understand all terms and conditions as set forth in this quote request and upon award of such quote, shall fully comply with such terms and conditions.

Respondent (firm name)

Address email address

Typed name and title Telephone number

Signature Date

Exhibit 2 – STATEMENT OF WORK

FABRICATE ALUMINUM FLOATING DOCK AND GANGWAY

I. INTRODUCTION/BACKGROUND

The Land Management group routinely requests that the Bureau of Operations and Maintenance assist in upgrading access to their recreational facilities. Over the past several years the District has seen an increase in the numbers of boaters enjoying our water bodies. To this enhance this use, the District has recently constructed a covered pavilion on the west shore of the St. Johns Water Management Area (SJWMA). To facilitate access by boaters, from the SJWMA, a floating dock and gangway will be placed to allow boats to dock and the boaters to access the pavilion.

II. OBJECTIVE

The objective of this procurement is to purchase an aluminum floating dock and gangway.

III. SCOPE OF WORK

The scope of work generally includes the fabrication of an aluminum floating dock and gangway per the attached drawings. Installation is not required.

IV. TASK IDENTIFICATION

Contractor’s Responsibilities:

• Provide shop drawings for final approval prior to fabrication.

• Provide District with estimated fabrication and delivery schedule.

• Fabricate an 8’ x 30’ aluminum floating dock per the attached drawing.

• Fabricate a 5’ by 30’ aluminum gangway per the attached drawings.

• Provide all ancillary components shown on the attached drawings including but not limited to interior pile guides (4), 8” diameter by 30-foot schedule 40 aluminum piles (4), cleats, etc.

• Deliver all materials to the District Service Center at 525 Community College Parkway, S.E., Palm Bay, FL 32909

District’s Responsibilities:

• Review and approve shop drawings.

• Unload all materials at the District Service Center upon delivery.

V. TIME FRAMES AND DELIVERABLES

Delivery of all materials shall be completed by June 30, 2023. Any deviation from this schedule shall be noted in Contractor’s bid.

VI. BUDGET AND INVOICE REQUIREMENTS

The work is authorized to proceed on the date the purchase order is executed by the District.

PAYMENT OF INVOICES

Contractor shall submit one invoice (unless agreed upon issuance of purchase order) upon delivery and acceptance of all materials by one of the following two methods: (1) by mail to the St. Johns River Water Management District, Director, Division of Financial Management, 4049 Reid Street, Palatka, Florida 32177, or (2) by e-mail to acctpay@sjrwmd.com. Each invoice shall be submitted in detail sufficient for proper pre-audit and post-audit review. If necessary for audit purposes, the District may require, and Contractor shall provide additional supporting information to document invoices.

Project Manager Woody Boynton Bureau Chief, Operations and Maintenance Phone: 386-312-2300 Cell: 386-546-1833 Email: wboynton@sjrwmd.com mailto:acctpay@sjrwmd.com

EXHIBIT 3 – PURCHASE ORDER TERMS AND CONDITIONS

The following terms and conditions of this Purchase Order (Order) apply unless expressly superseded by a separate written agreement between the parties. Terms and conditions on the face of this Order supersede the printed terms and conditions below.

COMMODITY PURCHASES: TERMS AND CONDITIONS

1. This Order, including attachments, constitutes a binding contract under the terms and conditions contained on this and the reverse side when accepted by Seller, either by acknowledgment or by commencement of shipment. No changes may be made in this Order without the authorization of purchaser, St. Johns River Water Management District (SJRWMD). Neither Seller nor SJRWMD may assign any portion of this Order without the prior consent of the other.

2. All rights and obligations of the parties are governed by the provisions of the Uniform Commercial Code — Article 2, Sales; Chapter 672, Florida Statutes (“F.S.”).

3. Materials will be properly packaged and marked with the purchase order number. Quantities specified herein are not to be exceeded unless otherwise authorized by SJRWMD. SJRWMD reserves the right to cancel this Order, or any part thereof, without obligation if delivery is not made on the times(s)/date(s) specified.

4. Goods purchased under these terms must be delivered and received by the SJRWMD receiving section.

Inspection of items will be made at the destination, unless otherwise specified, and before payment is due.

SJRWMD may reject any goods that are defective or not in conformance with specifications as to quality or performance. Title to property passes only after inspection and acceptance by SJRWMD. Rejected goods will be returned to Seller at Seller's risk and expense. SJRWMD has no further obligations with regard to rejected goods.

5. Separate invoices are required for each Order. In the absence of a separate agreement between the parties, full payment will be made within 45 days of inspection and acceptance of goods. Invoices must be received within 15 days of delivery.

6. All prices must be F.O.B. the place of destination unless otherwise agreed. Where a specific purchase is negotiated F.O.B. the place of shipment, Seller will prepay shipping charges and include them on the invoice.

C.O.D. shipments will not be accepted and will be returned to Seller at Seller's risk and expense.

7. The sale price will be the lowest prevailing market price and under no circumstances higher than specified herein without the express authorization of SJRWMD.

8. In the event of a default or breach by the Seller, which results in a cost increase to SJRWMD, SJRWMD may procure articles or services from other sources and charge Seller as liquidated damages any excess costs.

9. All materials, drawings or other items provided by SJRWMD to Seller remain the property of SJRWMD and will be returned to SJRWMD upon demand. Unless otherwise agreed, all containers, reels or pallets shipped with goods by Seller remain the property of SJRWMD.

10. The items covered by this Order will comply with all federal, state or local laws relative thereto. Seller shall defend all actions or claims brought against SJRWMD, and hold and save SJRWMD harmless from all losses, costs or damages, related to actual or alleged infringement of letters of patent or copyrights, or claims arising from fatalities, injuries and/or property damage resulting from manufacturing or design deficiencies of delivered goods

11. JRWMD is exempt from any sales, excise, or federal transportation taxes, and from the provisions of the Robinson Patman Act.

12. In accordance with Chapter 442, F.S., Seller will advise SJRWMD if a product is a toxic substance and, in such case, will provide a Material Safety Data Sheet at the time of delivery.

13. This Order shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, executors, administrators, legal representatives, successors, and assigns where permitted by this Order. This Order shall be governed under the laws of the State of Florida. In the event of any legal dispute arising from or related to this Order, each party shall bear its own costs and attorney’s fees, including appeals. The parties hereby waive their right to jury trial and consent to trial by a court of competent jurisdiction.

14. Pursuant to chapter 760, F.S., Seller shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin, age, handicap, or marital status.

15. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity;

may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of $35,000 for a period of 36 months following the date of being placed on the convicted vendor list.

16. Seller certifies that no District officer, agent, or employee has any direct or indirect material interest, as defined in chapter 112, F.S., in Seller’s business under this Order, or shall have any such interest during the term hereof. Pursuant to §216.347, F.S., any state grant monies received from the District to fund this Order shall not be used to lobby the Florida Legislature, the judicial branch, or any state agency.

EXIST LEVEE

0 10 20 30 40 50

EL. -6.00' EL. -6.00'

APPROXIMATE

EXIST. GRADE

8" DIA. x 30'-0" SCH.

40 ALUM. PILE

EL. 14.00'

NORMAL WATER EL. = 20.50' - 21.5'

LOW WATER EL. = 18.00'

HIGH WATER EL. = 23.00'

T/ PILE EL. 24.00'T/ PILE EL. 24.00'

SEE TREAD PLATE

END DETAIL S1/ 6

8'x30' FLOATING

ALUMINUM DOCK

8.00'

FLOATING DOCK

37.00'

30.00'

12V: 1H GANGWAY

5'x30' ALUM. GANGWAY RAMP

WITH HANDRAIL

12:1 MAX.APPROXIMATE

EXIST. GRADE

CONCRETE FOOTER

(BY OTHERS)

SJWMA

C1

WALKWAY & FLOATING DOCK SECTION

GRAPHIC SCALE IN FEET

HORIZONTAL VERTICAL

10.50 1 2 10.5 2

5'x30' ALUMINUM

GANGWAY

CONCRETE FOOTER

(BY OTHERS)

HINGE

HANDRAILS

INTERNAL PILE GUIDE

DETAIL S1/ 5 (TYP.)

8'x30' FLOATING

ALUMINUM DOCK

APPROXIMATE EXIST.

SHORE LINE

8.00'

FLOATING DOCK

37.00'

30.00'

GANGWAY

.0

0'C1

C1

C1

PLAN

S1

S1

DRAFT

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

S-96D FLOATING DOCK.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER ST. JOHNS RIVER BASIN

S-96D FLOATING DOCK

INDIAN RIVER COUNTY, FLORIDA N.J.G. FEBRUARY 16, 2023 E.C.B.

AS NOTED E.C.B. ----

PLAN AND PROFILE

ELWIN C. BOYNTON JR.

57042

FEBRUARY 16, 2023 C1

GRAPHIC SCALE

0 2 4

SCALE: 1" = 2'

30% DRAWINGS

FOR REVIEW ONLY

NOT FOR CONSTRUCTION

Attachment -1

CLEARANCE VARIES

WITH PILE SIZE

S1

S1

E-CHANNEL

BOX FRAME

TOP OR SIDE MOUNTED

VINYL BUMPER

PONTOON FLOAT FILLED

WITH RIGID URETHANE

CHANNEL CROSS

MEMBERS AND

STRINGERS

PINE OR COMPOSITE

FENDER

TOP DECKING PONTOON

MOUNT

PONTOON FLOAT FILLED

WITH RIGID URETHANE

PONTOON MOUNT E-CHANNEL

BOX FRAME

PINE OR COMPOSITE

FENDER

TOP OR SIDE MOUNTED

VINYL BUMPER

1/2" THICK PILE

GUIDE FRAME

3" x 3" x 3/16"

ANGLE

2-1/2" DIA. x 9" UHMW ROLLER

WITH SS THREADED AXLE

TOP DECKINGCHANNEL CROSS

MEMBERS AND

STRINGERS

PINE OR COMPOSITE

FENDER

TOP OR SIDE MOUNTED

VINYL BUMPER

PONTOON FLOAT FILLED

WITH RIGID URETHANE

E-CHANNEL

BOX FRAME

30'-0"

8' -0

30'-0"

6" (TYP.)

8'-0"

S1

PONTOON DOCK PLAN

NOT TO SCALE

S1

PONTOON DOCK ELEVATION

NOT TO SCALE

S1

PONTOON DOCK SECTION

NOT TO SCALE

S1

PONTOON DOCK ISOMETRIC

NOT TO SCALE

S1

4-ROLLER INTERNAL PILE GUIDE

NOT TO SCALE

GENERAL DESIGN NOTES:

1. THE DESIGN LIVE LOAD FOR THE GANGWAY, LANDINGS, AND FLOATING DOCK SHALL BE 50 PSF.

2. THE FLOATING DOCK SHALL BE THE PONTOON TYPE WITH FLOATATION UNITS CONSISTING OF MARINE GRADE ALUMINUM

CULVERTS WITH A POLYURETHANE CORE.

3. DOCK FLOATATION SHALL BE SUFFICIENT TO MAINTAIN A STABLE DECK SURFACE 18 INCHES ABOVE THE WATER SURFACE.

4. THE LAYOUT SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIREMENTS. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS FOR FINAL APPROVAL, SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL DEPICT ALL DETAILS AND MATERIALS REQUIRED FOR THE COMPLETE INSTALLATION OF THE GANGWAY, LANDINGS, AND FLOATING DOCK INCLUDING ALL MISCELLANEOUS ITEMS SUCH AS FENDERS, BUMPERS, CLEATS, RAILINGS, PILES, AND PILE

GUIDES.

STRUCTURAL ALUMINUM NOTE SPECIFICATIONS:

1. STRUCTURAL ALUMINUM DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION, INC.

"SPECIFICATIONS FOR ALUMINUM STRUCTURES", LATEST EDITION.

2. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE -

ALUMINUM" AWS D1.2.

3. ALUMINUM STRUCTURAL SHAPES SHALL BE NEW AND CONSIST OF ALLOY 6061-T6 CONFORMING TO THE REQUIREMENTS OF THE

AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARD B308.

4. ALUMINUM BARS, RODS, AND WIRE SHALL BE NEW AND CONSIST OF ALLOY 6061-T6 CONFORMING TO THE REQUIREMENTS OF

ASTM STANDARD B211.

5. ALUMINUM PLATE SHALL BE NEW AND CONSIST OF ALLOY 5052-H32 CONFORMING TO THE REQUIREMENTS OF ASTM STANDARD B209.

6. ALL BOLTS, NUTS, AND WASHERS SHALL CONSIST OF SS316 STAINLESS STEEL CONFORMING TO THE REQUIREMENTS OF ASTM

STANDARDS F593 AND F594.

7. ALL WELDING SHALL UTILIZE ER4043 FILLER ALLOY AND SHALL BE SHOP WELDED TO THE GREATEST EXTENT POSSIBLE.

8. THE MINIMUM THICKNESS OF ALL CONNECTION ANGLES AND GUSSET PLATES SHALL BE ¼-INCH UNLESS NOTED OTHERWISE.

9. FIELD CORRECTING OF FABRICATED COMPONENTS SHALL NOT BE PERMITTED ON STRUCTURAL MEMBERS WITHOUT PRIOR

APPROVAL OF THE ENGINEER.

10. ALUMINUM NON-SLIP DECKING SHALL CONSIST OF ALUMINUM ALLOY 6061--T6

11. THE HANDRAIL POSTS AND RAILS SHALL BE MINIMUM 1-1/2 INCH DIAMETER SCHEDULE 40 PIPE (UNLESS OTHERWISE NOTED) FORMED FROM EXTRUDED 6063-T6 ALUMINUM EXCEPT THAT FORMED ELBOWS SHALL BE 6063-T4 ALUMINUM. THE MAXIMUM

POST SPACING SHALL BE 6'-0” CENTER TO CENTER.

9" RIBBED DECKING

2-1/2" Ø x 9"

UHMW

ROLLER

(2 EACH)

1/2" DIA. ALUMINUM ROD

W/ UHMW ROD

COVER

KNURLED TREAD

PLATE - 48"

5" E CHANNEL

3/4" x 3" BAR

S1

TREAD PLATE END DETAIL

SCALE: 3" = 1'-0"

0' 6"3"

TUBING E CHANNEL

GRAB RAIL SEE S1/ 8

TOE PLATE

RIBBED DECKING

ALUM. TUBES

ALUM.

2' -0

1' -1

0"

5'-0"

1' -6

3' -6

S1

TYPICAL GANGWAY CROSS SECTION

SCALE: 1" = 1'-0"

0' 1' 2'1/2'

GRAB RAIL TO WRAP

BACK TO PIPE AT ENDS

ALUM. TUBE

1-1/2" DIA. SCH 40

ALUMINUM GRAB

RAIL

GRAB RAIL BRACKET

S1

GRAB RAIL DETAIL

SCALE: 3" = 1'-0"

0' 6"3"

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DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

S-96D FD DETAILS.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

UPPER ST. JOHNS RIVER BASIN

S-96D FLOATING DOCK

INDIAN RIVER COUNTY, FLORIDA N.J.G. FEBRUARY 16, 2023 E.C.B.

AS NOTED E.C.B. ----

FLOATING DOCK AND

GANGWAY DETAILS ELWIN C. BOYNTON JR.

57042

FEBRUARY 16, 2023 S1

DRAFT

30% DRAWINGS

FOR REVIEW ONLY

NOT FOR CONSTRUCTION

PAYMENT OF INVOICES

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