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View Enquiry: BE 2019-2119-199


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
01-May-2020 at 04:34:35 PM
Type
Other
Subject
Concrete Layer for Speed Change Lane Extensions
Enquiry
The pavement structure shown in the WSP’s preliminary design for the QEW – Widening for speed change lane extensions contains a 250mm concrete layer (Sheet 46A). This is not consistent with the Design Criteria nor what is recommended in the Pavement Design report by Golder. Can MTO confirm whether this concrete layer is required?

Response Details
Response Status
Completed
Response Date
07-May-2020 at 04:01:31 PM
Response
The ministry confirms that the concrete layer is required.