Project Information

Bid Title

Request For Quotes Sanitary Sewer Lining at 2100 West 2nd Avenue

Issuing Agency

Gary Sanitary District

Location

Indiana

Published Date

Sep 30, 2026

Closing Date

Oct 15, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Project ID:

Title: Request For Quotes Sanitary Sewer Lining at 2100 West 2nd Avenue

Addenda: 0

Release Date: 9/30/2026

Due Date: 10/15/2026

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Request For Quotes Sanitary Sewer Lining at 2100 West 2nd Avenue

Request For Quotation

Engineering

67012 , 91345 , 91381

Project ID: 2026-GEN-058

Release Date: Wednesday, September 30, 2026

· Due Date: Thursday, October 15, 2026 2:00pm

Posted Wednesday, September 30, 2026 3:00pm

All dates & times in Central Time - Chicago

Draft Response No Bid14 days, 17 hours, 24 minutes

Post Information

Posted At:Wed, Sep 30, 2026 3:00 PM
Sealed Bid Process:Yes (Bids Sealed / Pricing Sealed)
Private Bid:No

Overview

Summary

Furnish all labor, materials, tools, equipment, superintendence, and all necessary incidentals for the repair of sanitary sewer pipe at 2100 West 2nd Avenue.

Manhole No. 2710B Sewer Invert Depth is ± 9.1 ft

Manhole No. 2710 Sewer Invert Depth is ± 10.1 ft

Manhole No. 2709 Sewer Invert Depth is ± 11.1 ft

Manhole No. 2707 Sewer Invert Depth is ± 12.5 ft

Manhole No. 2704 Sewer Invert Depth is ± 10.2 ft

Manhole No. 2705 Sewer Invert Depth is ± 8.6 ft

Manhole No. 2706 Sewer Invert Depth is ± 8.2 ft

• CIPP line existing 12-inch diameter pipe x 1075 linear feet starting from Manhole No. 2710B to Manhole No. 2706.

Background

• CIPP line existing 12-inch diameter pipe x 1075 linear feet starting from Manhole No. 2710B to Manhole No. 2706.
• The CIPP liner shall extend 4-inches into existing manholes.
• The Contractor shall install a pre-liner or perform chemical grouting of infiltration points.
• Pre-liner shall be continuous and extended from the starting manhole to the final manhole.
• The minimum liner thickness shall conform to Specification 02633 and all other applicable standards for CIPP lining.
• The minimum thickness of the cured liner must be 0.35 inches.
• Install end seal at each end of the CIPP liner within each manhole.
• Contractor shall CIPP line all active service laterals from the sewer main to the edge of the easement o r 2 feet from the outside of sewer main, whichever is greater.
• Clean and televise (CCTV) the sewer from Manhole No. 2710B to Manhole No. 2706 prior to and upon completion of work.

Timeline

Release Project Date:

September 30, 2026

Question Submission Deadline:

October 8, 2026, 2:00pm

Proposal Submission Deadline:

October 15, 2026, 2:00pm

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction

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