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View Enquiry: BE 2019-2119-061


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
21-Feb-2020 at 12:13:09 PM
Type
Other
Subject
Design Criteria
Enquiry
As per RFP document, Section 2.4.1, roadways design is to be conducted according to Design Criteria (DC) provided in Appendix C. However, typical cross section provided in DC and shown in 13_Contract 2019-2119 DBR QEW-Glendale Underpass GA Aug2019 do not provide enough information for setting up Glendale Ave profile to ensure adequate vertical clearance underneath the bridge which is to be done for QEW ultimate configuration. a) Can MTO please confirm location of profile control and the pavement crown for QEW ultimate configuration (i.e. when QEW cross section is widened from six to eight lanes)? b) Can MTO please confirm approximate amount by which existing QEW profile may have to be raised for QEW ultimate configuration?

Response Details
Response Status
Completed
Response Date
27-Feb-2020 at 02:41:51 PM
Response
a. The pavement crown in the ultimate condition is located between Lane 1 (far left lane) and Lane 2 as shown in the typical section. The profile design shall allow for future crown shift. The profile control shall be determined in the detail design. b. The amount of the grade raise from the crown shift shall be determined in the detail design.