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View Enquiry: BE 2014-3014-022


Contract Details
Contract Number
2014-3014
Region
West
Tender Owner
MTO Capital
Location
Highway 401 Reconstruction and Widening from 0.3 km East of Waterloo Regional Road 8 to 0.1 km West of Waterloo Regional Road 24
Highway
401
Length
5.5
QMS Declaration
Yes
Option A or B bidding
No
Contract Description
Grading, Drainage, Hot Mix Paving, Granular Base, Electrical, Structure Rehabilitation (3) and Structure Replacement (5)
Tender Instructions
Contract Dates
Tender Advertise
04-Feb-2015
Tender Opening
16-Apr-2015 at 03:00:00 PM
TRF Submission Opening
19-Mar-2015
TRF Submission Closing
10-Apr-2015 at 12:00:00 PM

Enquiry Details
Enquiry Date
25-Mar-2015 at 01:20:13 PM
Type
Other
Subject
Bid Enquiry 015
Enquiry
Regarding Roadway Protection Systems @ Speed River Bridges. The response to Bid Enquiry 015 is confusing. Please confirm that based on staging drawings, that Roadway Protection Systems are required at the centre median line for the reconstruction of both Speed River Bridge structures. This has not been indicated on the drawings. This is in addition to the centreline roadway protection systems shown on the drawings for both the EBL's and WBL's. What Item # are we to include the costs for the centre median line roadway protection systems for the reconstruction of both Speed River Bridge structures. Note that the both Speed River Bridge centreline median roadway protection systems appear to conflict with the high mast light bases.

Response Details
Response Status
Completed
Response Date
31-Mar-2015 at 10:59:17 AM
Response
Roadway protection systems along the centre median line will be required for construction during Stages 2 and 3. The Contractor shall determine if the protection system at each stage is independent or if one protection system can be utilized for both stages. The cost for the centre median roadway protection system shall be applied to the item for the structure which is most directly dependent upon the protection system. In order to address a potential conflict between the protection system and the high mast light pole foundation/barrier wall, a revised Plan Layout and General Arrangement drawing for each channel of the Speed River bridges showing a revised protection system alignment, has been provided in Addendum 4.