This Solicitation opportunity from North Carolina was posted on March 24, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Stormwater Drainage Piping Replacement Project - Havelock, NC

Closed

294-294-03242025State & Local

Submission Closed04/24/2025, 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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PARKING SERVICES IN SUPPORT OF THE NATIONAL INSTITUTES OF HEALTH (NIH)

Solicitation # 7571PS27Q00010

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W7N6 Uspfo Activity Wa Arng

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Solicitation # 9594CS27Q0001

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Solicitation # FX1444

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First Trenitalia West Coast Rail Limited

POSTED

20 days ago

DEADLINE

N/A

AI Contract Overview

The project involves replacing approximately 140 linear feet of existing 24-inch reinforced concrete pipe (RCP) stormwater drainage with new high-density polyethylene (HDPE) stormwater piping that meets ASTM F2881 or AASHTO M330 Type S standards. The new dual-wall pipe will have a smooth interior and corrugated exterior, with bell and spigot couplings for joining. Additionally, a 3-foot diameter, DOT-rated pre-cast drop inlet with a steel grated top and a minimum compressive strength of 4,000 psi will be installed 70 feet upstream from the pipe. The project also requires removal and replacement of surrounding infrastructure, including 55 feet of curbing around a raised grass bed, concrete flumes for influent and effluent stormwater, and temporary excavation areas in a parking lot and driveway, which will be restored to their original or better condition. The scope emphasizes maintaining existing elevations and dimensions, ensuring compliance with relevant standards, and restoring impacted areas after construction. The contract, issued by the City of Havelock, North Carolina, has a project value estimated between $50,000 and $150,000, with a solicitation posted on March 24, 2025, and a response deadline of April 24, 2025. The project aims to improve stormwater management infrastructure and involves coordination with city officials and adherence to safety and construction standards. Interested contractors are directed to submit proposals via the designated contact email and can access detailed solicitation information online.

General Info

Agency

North Carolina → City of Havelock

NAICS

812930 - Parking Lots and Garages

Place of Performance

NC, USA

Set-Aside

NONE

Documents

City of Havelock 2025 Stormwater Drainage Piping Replacement Invitation to Bid

itb

High

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

PhaseClosed

PostedMar 24

Solicitation

Response DeadlineApr 24

Deadline has passed

Submission Closed

04/24/2025, 12:00:00 AM UTC

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Organization & Contact Information

AgencyNorth Carolina → City of Havelock

Contacts1 person available

OfficeN/A

Organization / AgencyNorth Carolina → City of Havelock

Office AddressN/A

Contacts

City of Havelock BidsBids Department

contact@example.gov

Full Description

Objective: Replace the Stormwater Drainage Piping with new HDPE Stormwater Piping. Scope: The existing Stormwater Drainage Pipe to be replaced is currently an RCP Pipe and is to be replaced with a HP Stormwater Drainage Pipe. The existing RCP Pipe is approximately 140 lineal feet in length at a depth of approximately 4.5’ deep to the invert of the pipe; 24” diameter and shall be replaced with HP Stormwater Drainage Pipe to the same length, depth, diameter and elevation. The HP Stormwater Drainage Pipe is to be dual wall construction meeting ASTM standards including ASTM F2881 or AASHTO M330 Type S for corrugated pipes. Piping shall have a smooth interior and corrugated exterior with joining systems of bell and spigot couplings. There shall also be a 3’X3’ Inside Diameter DOT Rated Pre-Cast Drop Inlet installed 70’ from the upstream end of the Stormwater Drainage Pipe. The DOT Rated Pre-Cast Drop Inlet shall have a compressive strength of no less than 4,000 psi, DOT rated steel grated top, and a design load rating meeting AASHTO HS20 standards. There is 55’ of Curbing surrounding a raised grass bed, a portion of this curbing will have to be removed to access the RCP Stormwater Drainage Pipe. This Curbing shall be replaced before the completion of this project. See figure 4. The influent and effluent Stormwater Drainage Pipe has concrete flumes and will have to be removed during this project. These two concrete flumes are to be replaced in kind before completion of this project. See figure 5. There is a parking lot which is 75’ long, there shall be a 5’ wide area removed for the Stormwater Drainage Pipe replacement. There is also a driveway which is 30’ long, there shall be a 5’ wide area removed for the Stormwater Drainage replacement. See figure 6. The parking lot and driveway are to be restored to an as was or better condition before the completion of this project