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View Enquiry: BE 2019-2119-035


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
11-Feb-2020 at 03:14:02 PM
Type
Other
Subject
Inconsistency in required traffic lane widths on QEW
Enquiry
As per RFP document, Section 2.4.1.3, roadways cross sections are to be designed according to Design Criteria (DC) provided in Appendix C. According to the table on p.1, pavement width is to be 2x3.5m plus 4x3.75m. However, typical section for QEW at the Glendale Avenue Interchange on p. 24 shows 8x3.75m wide traffic lanes. a) Can MTO please confirm that for this contract traffic lane widths shall be as per DC table provided on p.1? b) Can MTO please confirm that for QEW future widening (as shown in DC typical section on p.24) the bridge span built in this contract shall be such to accommodate 8x3.75m wide traffic lanes?

Response Details
Response Status
Completed
Response Date
18-Feb-2020 at 01:42:04 PM
Response
a) The 8x3.75m lanes is for the ultimate/future design. The bridge design shall accommodate the ultimate/future cross-section of QEW. The 2x3.5m plus 4x3.75m lanes is for the proposed design for this contract. Please refer to the Contract Drawings for typical sections. b) This is correct. The bridge design shall accommodate the ultimate/future cross-section of QEW (8x3.75m lanes).