This Solicitation opportunity from North Carolina was posted on November 6, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Meads Lift Station Replacement and Sewer Rehabilitation Project

Closed

103003State & Local

Submission Closed12/04/2024, 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: 221320

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AI Contract Overview

The contract involves a comprehensive project to replace and rehabilitate the Meads Lift Station and associated sewer infrastructure in Hertford, North Carolina, with a total project value estimated between 1.5 and 3 million dollars. The scope includes the complete replacement of the lift station, which features new pumps, a generator, automatic transfer switch, and related piping. Additionally, the project entails installing new gravity sewer lines, bore and jack operations for steel casing, and constructing new manholes. The sewer rehabilitation component covers replacing a significant length of existing sewer lines with PVC or lining methods, performing point repairs, and rehabilitating manholes. The project offers several alternates to maximize funding efficiency, including CCTV assessments, pipe lining with cured-in-place pipe (CIPP), and additional lateral reconnections. Alternate 'A' involves extensive pipe replacement and rehabilitation, while Alternate 'B' emphasizes CIPP lining to reduce excavation costs. Alternate 'C' provides smaller-scale assessments and repairs. The solicitation, issued by the Town of Hertford under North Carolina's NAICS code 221320, is open for responses until December 4, 2024, and aims to select a contractor capable of executing the work within the specified budget range. More details are available through the provided project link.

General Info

Agency

North Carolina → Town Of Hertford

NAICS

221320 - Sewage Treatment Facilities

Place of Performance

NC, USA

Set-Aside

NONE

Documents

Town of Hertford Meads Lift Station Replacement and Sewer Rehabilitation (VUR-W-ARP-0068)

ifb

High

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedNov 6

Solicitation

Response DeadlineDec 4

Deadline has passed

Submission Closed

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

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Organization & Contact Information

AgencyNorth Carolina → Town Of Hertford

ContactsNo contacts available

OfficeN/A

Organization / Agency

North Carolina → Town Of Hertford

Office AddressN/A

ContactsNo contact information available

Full Description

The base bid for this project will consist of the replacement/abandonment of Meads Lift Station including a generator, automatic-transfer switch, (2) 10 HP pumps with a pumping capacity of 200 GPM at 32 TDH, the installation of approximately 137 LF of 10-inch PVC gravity sewer line, 43 LF of 10-inch DIP gravity sewer line, 364 LF bore and jack of 20-inch steel casing with 10-inch DIP carrier pipe, installation of 3 new manholes, and 49 LF of 6-inch DIP force main. The base bid for the sewer rehabilitation portion of the project will consist of replacement of 628 LF of 8-inch gravity sewer line with PVC C-900, four point repairs, and rehabilitation of approximately 14 manholes. This rehabilitation will include the replacement and reconnection of approximately 10 sewer lateral connections and 350 LF of sewer laterals. Alternate 'A' encompasses roughly 600 LF of 8-inch CCTV assessment, 1061 LF of 8-inch pipe to be removed and replaced with lined DIP, 598 LF of 8-inch pipe to be removed and replaced with PVC C-900, 298 LF of 10-inch pipe to be removed and replaced with PVC C-900, three point repairs, and rehabilitation of approximately 10 manholes. Alternate 'A' includes the replacement and reconnection of approximately 54 sewer lateral connections and 1820 LF of sewer laterals. Alternate 'B' encompasses roughly 876 LF of 8-inch Cured-In-Place Pipe Lining, 298 LF of 10-inch Cured-In-Place Pipe Lining, and five point repairs. Please note that Alternate 'B' reflects the use of CIPP instead of the dig and replace method for one sewer line in the base bid and 3 sewer lines in Alternate 'A' in order to maximize the use of project funds. Alternate 'C' encompasses approximately 300 LF of 8-inch CCTV assessment, two point repairs, and the rehabilitation of approximately 2 manholes. Alternate 'C' includes the reconnection and replacement of 4 sewer lateral connections and 140 LF of sewer laterals.