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View Enquiry: BE 2019-2119-097


Contract Details
Contract Number
2019-2119
Region
Central
Tender Owner
MTO Capital
Location
From 1.8 km West of Glendale Avenue, Easterly to 1.2 km East of Glendale Avenue; Site No. 18X-0161/B0; and Site No. 090200.
Highway
1
Length
0
QMS Declaration
Yes
Option A or B bidding
No
Contract Description
DESIGN BUILD MAJOR: QEW / Glendale Avenue Interchange Reconstruction
Tender Instructions
EXPRESSION OF INTEREST must be received electronically as prescribed in the Expression of Interest document by 01:30:00 P.M. local time on: October 30, 2019
Contract Dates
Tender Advertise
25-Sep-2019
Tender Opening
28-May-2020 at 01:30:00 PM
TRF Submission Opening
30-Apr-2020
TRF Submission Closing
22-May-2020 at 12:00:00 PM

Enquiry Details
Enquiry Date
06-Mar-2020 at 05:22:44 PM
Type
Other
Subject
Design Speed
Enquiry
In RFP/Addendum 2, Section 2.4.1.2 – Vertical Alignment, Glendale Ave East should be designed for speed of 70 km/h. However, in Design Criteria, p.5, Glendale Ave East is classified as RLU40 and proposed standard for crest and sag vertical curve corresponds to design speed of 40 km/h. Can MTO please confirm what should be design speed for Glendale Ave East vertical alignment?

Response Details
Response Status
Completed
Response Date
27-Mar-2020 at 10:25:24 AM
Response
The design speed for Glendale Ave East is 40 km/h as classified in the Design Criteria. Please see RFP Addendum 4.