G60-357 Bus Stop Improvements Group 20
TORONTO TRANSIT COMMISSION
DAILY INSPECTION AND PROGRESS REPORT No. 349.0
TTC North Construction Office
1 Yorkdale Road, Suite 201
Toronto, ON M6A 3A1
Tuesday Sep 03, 2024
SHIFT: Day
WEATHER: Sunny
Did weather affect work activity? No
GENERAL CONTRACTOR: Aqua Tech Solutions Inc.
DESIGNER: AECOM
Contract Status: Active
INSPECTION VERIFICATION
Inspection Task
Location
Method of
Verification
Results /
Findings
Inspected
by
Start
Time
End
Time
No Inspection carried out on this Day
N/A
N/A
N/A
N/A
00:00
00:00
PROGRESS REPORTING
Contractor(s)
Aqua tech solutions
ACTIVITY
Start Time
End Time
Reported By
xyz
7:00
16:30
Muhammad
kashif
Hussain
LABOUR
Category
0
Total:
# of Workers
0
Hours
9.50
Total Hours
0.00
0.00
9.50
0.00
CD/CC No.
N/A
Remarks
N/A
EQUIPMENT
Description/Type
0
Units
0
Hours
0.00
Total Hours
0.00
Eq. Status
Stand by
CD/CC No.
N/A
Remarks
N/A
DAILY SITE SAFETY OBSERVATIONS
The following Safety Observations were made this day:
No Safety Concerns observed on this day
The following tasks were completed this day:
 Confirmation that the construction site (including any Contractor storage areas, Contractor site personnel areas, Contractor office space(s), including
trailers and storage spaces) has been inspected throughout the shift and also at the end of the shift and all flammable liquids (if any) have been found to be
properly stored.
 Confirmation that all Contractor areas are either locked with TTC "BC" keying and/or keys for emergency and after-hours access are available on site and
notation of the location of the keys, complete with a listing of the areas and applicable keys.
 Confirmation that the Designated Substance Survey Report (DSSR) was reviewed with the contractor for possible presence of designated substances in
any concealed area, prior to invasive construction (demolition type) taking place. The contractor ensured that all workers on site were advised of the
designated substances.
 Confirmation that all installed LOTO devices have been reviewed on site for integrity and application or immediate corrective action was taken where not in
compliance.
 Confirmation that the Electrical Room, Substation, or Tie Breaker Room was accessed on this day in accordance with ECE Group Procedure ECE-P19 OR
issued Contract Deficiency Report (CDR) where not in compliance. Note: When CDR issued, Include details/reasons in “CDR Issued” section of DIPR.
 Confirmation that all WHMIS controlled products on site are appropriately labelled and approved for use on TTC property.
EFFECTS ON WORK ACTIVITY (Weather, Accidents, Breakdowns, Delays, Personnel, etc.)
N/A
0171-DFTS-0014
R. Talogo
Page 1 of 3
MOD DATE:
9/3/2024
TIME:
3:00 pm
G60-357 Bus Stop Improvements Group 20
DAILY INSPECTION AND PROGRESS REPORT No. 349.0
MAJOR DELIVERIES OF MATERIAL AND/OR EQUIPMENT
Description
N/A
Contractor/Sub
CD/CC No.
Unit
Quantity
N/A
N/A
N/A
0.00
SITE VISITOR(S) (include Designer of Record, Stakeholder, Photographer, etc.)
Name
N/A
Company
N/A
Arrival
0:00
Departure
0:00
Phone #
N/A
Safety Awareness
for Visitors
Reviewed
No
Purpose
N/A
SITE FORMS COMPLETED/ISSUED/RECEIVED
Concrete Inspection, Hot Work Permits, Utility Locate Request, etc.
Index No.
09032024
Type
itp 02
Remarks
N/A
CONTRACT DEFICIENCY REPORT (CDR) ISSUED
Reported and inspected work was completed in general conformance with the Contract Documents and REV/RAN submittals, with the exception of the CDR(s) listed below:
CDR No.
Description
17
The Contractor poured the defective concrete of air content 4.7% less than the limit of (5-8%) on an area of (2m X 2.5m) near
the freshly poured curb at Stop#11090 Opposite 225 Carrier Dr. Hence, they failed to meet the performance requirements of
Concrete Mix Design Form 03-30-00.01 and concrete mix design form W4529310.
Also, the contractor did not follow the procedure of not removing the Curb's form work from back side on same day as per the
discussion with TTC via email.
The contractor is advised to rectify this issue and provide us with a detailed proposal outlining how similar issues can be
avoided in future.
18
The Contractor poured the defective concrete of air content 4.7% less than the limit of (5-8%) on an area of (1m X 2.25m)
near the freshly poured curb at Stop#10854; location 6823 Opp Steeles Ave. Hence, The Contractor failed to meet the
performance requirements of Concrete Mix Design Form 03-30-00.01 and concrete mix design form W4529310.
Also, the contractor did not follow the procedure of not removing the Curb's form work from back side on same day as per the
discussion with TTC via email.
The contractor is advised to rectify this issue and provide us with a detailed proposal outlining how similar issues can be
avoided in future.
CONTRACT DEFICIENCY REPORT (CDR) CORRECTION VERIFICATION
CDR No.
N/A
Description
N/A
Corrected (Yes/No)
Yes
ADDITIONAL COMMENTS (Meetings held, follow-ups, actions required, verbal communications, etc.)
N/A
SITE COVERAGE WAS CARRIED OUT DURING TIME FRAME LISTED BELOW:
Inspector's Name
Muhammad Kashif Hussain
Start Time
0:00
Finish Time
0:00
Submitted By: Muhammad K. Hussain
Remarks
Muhammad Kashif Hussain
 Contractor's As Built Drawings checked and verified to be up to date
 Contractor's QC Records checked and verified to be up to date
Attachments:
G60-357-DIPR 0349.0 G60-357- ITP No.02 - combined.pdf
0171-DFTS-0014
R. Talogo
Page 2 of 3
MOD DATE:
9/3/2024
TIME:
3:00 pm
G60-357 Bus Stop Improvements Group 20
DAILY INSPECTION AND PROGRESS REPORT No. 349.0
0171-DFTS-0014
R. Talogo
Page 3 of 3
MOD DATE:
9/3/2024
TIME:
3:00 pm