This Solicitation opportunity from Florida was posted on April 24, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Culvert Pipe Replacement - Rockabye At C-41-R

Closed

22-0-2024State & Local

Submission Closed06/04/2024, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 561730

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DGS: CAPSD - Construction

POSTED

about 6 hours ago

DEADLINE

in 15 days

AI Contract Overview

This contract involves the comprehensive removal, replacement, and restoration of culvert crossings along the Melbourne Tillman Water Control District Canal on Rockabye Avenue at C-41-R. The project encompasses all necessary construction activities, including dewatering, utility permitting, installation of a 9’ x 6’ concrete box culvert, and associated materials, equipment, and labor. It also covers traffic management, erosion control, site clearing, excavation, disposal of unusable materials, new fill and base rock placement, compaction, stabilization, rubble installation, testing, and road restoration with pavement. The contractor is responsible for coordinating utility conflicts and relocations, final cleanup, sodding disturbed areas, preparing as-built plans, and ensuring permit compliance, with strict adherence to the provided construction plans and permits. The work must be completed with minimal road closure time, limited to a maximum of 30 days per location, with a detailed schedule to be submitted and updated throughout the project. The selected contractor must provide professionally engineered, Florida-licensed, signed, and sealed structural designs and calculations for the box culverts and headwalls, following FDOT standards. These designs, including finish elevations and dimensions, will be reviewed and accepted by the City before installation. The concrete used must meet a minimum compressive strength of 5,500 PSI suitable for moderately aggressive environments. The project emphasizes timely completion, with clear communication and coordination, and requires adherence to all relevant standards and specifications. The contract is managed by the City of Palm Bay, Florida, with a response deadline of June 4, 2024, and the primary contact being Susan Ziegler.

General Info

Agency

Florida → City of Palm Bay

NAICS

561730 - Landscaping Services

Place of Performance

FL, USA

Set-Aside

NONE

Documents

No documents available

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AI Contract Breakdown

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Timeline

PhaseClosed

PostedApr 24

Solicitation

Response DeadlineJun 4

Deadline has passed

Submission Closed

06/04/2024, 12:00:00 AM UTC

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Organization & Contact Information

AgencyFlorida → City of Palm Bay

Contacts1 person available

OfficeN/A

Organization / Agency

Florida → City of Palm Bay

Office AddressN/A

Contacts

Susan Ziegler

contact@example.gov

Full Description

This project is comprised of the removal, disposal, replacement, and restoration of culvert crossings along the Melbourne Tillman (MT) Water Control District (WCD) Canal on Rockabye Avenue @ C-41-R. Construction of the project will be a turn-key and will include all aspects of work including but not limited to: dewatering and utility permitting with MTWCD, furnishing and installing 9’ x 6’ concrete box culvert, all additional associated material as included in the plans and bid items, equipment, labor, maintenance of traffic, traffic detours, mobilization, erosion control, clearing and grubbing, excavation, dewatering, demucking, disposal of unusable materials, new fill, base rock under roadway, compaction of fill, stabilization, rubble installation, testing, restoration of road including pavement installation, procurement and installation of selected pipes and structures, utility conflict coordination and relocations, final clean up, sodding of disturbed areas, as-built plans, and permit compliance; notification of start and closure of permit as per the provided construction plans, permits and specifications provided herein.
The awarded contractor shall be responsible to furnish professionally engineered by a Florida licensed engineer signed and sealed box culvert and headwall structural designs and calculations for the location. The term headwall and end wall may be used interchangeably and shall be understood to refer to the end treatment for the box culverts herein. The box culvert and headwalls shall be designed as outlined in the FDOT Standard Plans Instructions (SPI) Index 400-292 and submitted to the City for acceptance signed and sealed along with the calculations prior to installation. For each location, the City has provided finish elevation and overall width of the headwalls in the design plans (Attachment 2). General notes, illustrations, and references to applicable FDOT Standard Plans (SP) and Standard Specification (SB) Indexes for both installation and design have also been referenced. Concrete to be used shall be for moderately aggressive environment 5,500 PSI or better.
Time is of the essence, so road closures will be limited to a maximum of 30 days for the location. A detailed schedule of the road closure shall be furnished at the Preconstruction Meeting and updated monthly throughout the project.