AB-2026-02766 - Calmar 52nd Street and 52nd Ave Surface Rehab (Канада - Тендер #71725094)

AI Overview

Road rehabilitation project requiring asphalt repairs, concrete sidewalk and curb replacement, and asphalt overlay for 52nd Avenue and 52nd Street, with traffic accommodation throughout construction.

Basic Information

Reference Number

00004983834

Issuing Organization

Town of Calmar

Solicitation Type

ITB - Invitation to Bid (Formal)

Solicitation Number

AB-2026-02766

Title

Calmar 52nd Street and 52nd Ave Surface Rehab

Source ID

SCRIBE

Details

Location

Alberta

Purchase Type

Not Stated

Dates

Publication

2026/04/06 12:43:00 PM EDT

Closing Date

2026/04/17 04:00:00 PM EDT

Contact Information

Josh Beck

jbeck@islengineering.com

Description

a) 52nd Avenue:
.1 Conduct a pre‑overlay inspection with ISL and the Town of Calmar representative to identify locations requiring asphalt repairs, including potholes and crack rehabilitation.
.2 Contractor to complete asphalt repairs, including pothole repairs consisting of full‑depth removal and replacement with granular material having a maximum particle size of 50–75 mm, placed to match the existing pavement structure. The existing granular pavement structure is expected to be between 300 mm and 450 mm in depth. Granular material shall be compacted and placed on tri‑axial geogrid material and a non‑woven geotextile separator.
.3 Remove and replace existing monolithic concrete sidewalk and rolled face curb and gutter on the north side of the avenue.
.4 Remove and replace existing rolled face concrete curb and gutter on the south side of the avenue.
.5 Sawcut and remove a 0.5 m wide strip of asphalt adjacent to the existing lip of gutter to provide working space for curb construction and to create a smooth transition with the proposed asphalt overlay. Provide traffic accommodation to allow traffic flow and resident parking throughout the duration of construction.
.6 From the edge of the sawcut described in Clause .5, mill a 0.5 m wide strip at a depth of 50 mm (minimum) into the existing asphalt roadway to provide tie‑in to the existing asphalt and achieve a minimum 50 mm asphalt overlay thickness.
.7 Place asphalt prefill from the lip of gutter to a width of 1.0 m, filling all areas described to match the elevation of the existing asphalt.
.8 Place a minimum 50 mm asphalt overlay throughout the roadway, extending from the constructed lip of gutter on either side of the road, filling all voids, milled areas, and prefill locations.
.9 Landscape restoration adjacent to concrete works.
.10 Provide traffic accommodation to allow traffic flow and resident parking throughout the duration of construction.

b) 52nd Street:
.1 Conduct a pre‑overlay inspection with ISL and the Town of Calmar representative to identify locations requiring asphalt repairs, including potholes and crack rehabilitation.
.2 Contractor to complete asphalt repairs, including pothole repairs consisting of full‑depth removal and replacement with granular material having a maximum particle size of 50–75 mm, placed to match the existing pavement structure. The existing granular pavement structure is expected to be between 300 mm and 450 mm in depth. Granular material shall be compacted and placed on tri‑axial geogrid material and a non‑woven geotextile separator.
.3 Remove and replace monolithic existing concrete walk, rolled face curb & gutter on the east side of the street.
.4 Sawcut and removal of the west existing concrete walk, rolled face curb & gutter and replace with rolled face concrete curb and gutter.
.5 Sawcut and remove a 0.5 m wide strip of asphalt adjacent to the existing lip of gutter to provide working space for curb construction and to create a smooth transition with the proposed asphalt overlay. Provide traffic accommodation to allow traffic flow and resident parking throughout the duration of construction.
.6 From the edge of the sawcut described in Clause .5, mill a 0.5 m wide strip at a depth of 50 mm (minimum) into the existing asphalt roadway to provide tie‑in to the existing asphalt and achieve a minimum 50 mm asphalt overlay thickness.
.7 Place asphalt prefill from the lip of gutter to a width of 1.0 m, filling all areas described in Clauses .5 and .6 to match the elevation of the existing asphalt.
.8 Place a minimum 50 mm asphalt overlay throughout the roadway, extending from the constructed lip of gutter on either side of the road, filling all voids, milled areas, and prefill locations.
.9 Landscape restoration adjacent to concrete works.
.10 Provide traffic accommodation to allow traffic flow and resident parking throughout the duration of construction.

Information/Pre-bid Meeting
Thu•Apr 9, 2026•3:30 pm (MT)

See more Disclaimer All amendments to the associated notice, including amended documents, plans and specifications (where applicable), are issued on purchasing.alberta.ca. MERX asks that you refer to the purchasing.alberta.ca notice for these amendments. MERX stipulates that potential bidders may also be required to register with the buying authority as a bidder/plan taker. The contact information can be found within the notice abstract.

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