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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Text version
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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