Project Information

Bid Title

PW Northside Drive HROM City Project No. 106170

Issuing Agency

City of Fort Worth

Location

Texas

Published Date

Jun 17, 2026

Closing Date

Jul 16, 2026

Government Level

State & Local

Status

Closed

Ref. #

26-0242

Original Source

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Bid Documents

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Project Description

Project: PW Northside Drive HROM City Project No. 106170

Ref. #: 26-0242

Type: ITB

Status:

Open

Open Date: Jun 17th 2026, 8:00 AM CDT

Intent to Bid Due Date: Jul 16th 2026, 2:00 PM CDT

Questions Due Date: Jul 10th 2026, 2:00 PM CDT

Close Date: Jul 16th 2026, 2:00 PM CDT

Procurement Type:

Construction/Public Works

Project Description: The major work will consist of the (approximate) following:
The City of Fort Worth proposes to improve an existing storm drain system associated with
Northside Dr between Cold Springs Rd and Mercado Dr in Fort Worth, Tarrant County, Texas. A
pair of curb inlets from the roadway and a drop inlet from the Mercado Juarez restaurant parking
lot drain to a 24-in Reinforced Concrete Pipe (RCP) which crosses beneath Northside Dr. The
RCP outfall is approximately 150 ft south of Northside Dr and has created a severely incised
ditch, which drains into a tributary of the West Fork Trinity River. Erosion from the ditch is
migrating up-gradient and is undermining the existing outfall pipe. The proposed project would
involve the installation of a 48-in diameter RCP to replace the existing 24-in diameter RCP, reestablishment
of the outfall structure along the ditch, and the placement of riprap south of the
outfall to prevent future erosion.
The quantities and descriptions of the major items of work consists of the following:
1. Remove existing 727 SY concrete paving and replace with 11" concrete paving
2. Remove existing 316 LF, 24" RCP crossing and replace with 338 LF, 48" RCP crossing
3. Install 56 LF, 42" RCP Lateral and 98 LF, 24" RCP Lateral of various classes
4. Remove and replace various pavement markings and raised markers
5. Remove and replace concrete median 34 SY
6. Install medium 12" stone riprap, grouted 58 SY
7. Remove and replace the existing 2-10' curb inlet and 1-4' drop inlet with 2-20' curb inlet
and 1-5'x5' area inlet
8. Install 5' and 6' storm junction box
9. Install precast safety end treatment
10. 25 trees to be removed and 30 trees to be protected
11. 1703 CY of excavation and 340 CY of fill material
12. SW3P

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