SAPMT   has   reviewed the  subject submittal dated  April 27,  2014 and  has  the  following  comments:
1.	IC is urged to expedite responses to SAPMT comments instead of delaying for more than a month as seen in the subject case.
2.	Include all related shop drawings in the submittal including the revised lifting hook arrangement.
3.	Chipping depth shall be according to the manufacturer’s recommendations.
4.	Provide more details about ice blocks and shelters etc. to maintain the mixing water temperature according to manufacturer’s recommendations.
5.	The compressive strength of materials for concrete repair material shall match with the compressive strength of the concrete as per SAER 5803.
6.	Change the subject with Method Statement for Concrete Defects Repair of Precast Concrete Elements.
7.	Include in the Method Statement the repair procedure for concrete stains of Precast Wall Panel, Column and Column Cap.
8.	In Item 1 – Include footing after column cap. Change the footing neck with column pedestal.
9.	Include QC Civil Supervisor’s responsibility.
10.	Use approved concrete repair materials with SAPMT letter Ref. # K&TPD/KRP&SFPD/SF/L-215/13 dated September 17, 2013.
11.	All sketches/exhibits must have a drawing log number and concurred by the designer.
12.	Discuss the Method Statement with SAPMT before submitting again.
Should you have any questions, please contact Sohail Moughal, Project Engineer at Tel No. +966 2 422-4570.
