#IC to submit a method statement and ITP for SAPMT/ PID approval before any work can be executed.
#IC to submit all concrete masonry unit block sample to SAPMT/ PID for visual inspection and approval
#The compressive strength of mortar shall not be less than 12.4 Mpa(1800 psi) and mortar shall not be retempered as per SAES-M-100, Chapter 21- Masonry; Sec.2103.8
#Grout shall not be retempered as per SAES-M-100, Chapter 21- Masonry; Sec.2103.12
#Water to be used must have a TDS of around 10,000ppm or exposure 2 or 3 as defined on SAES-Q-001 table 1; IC to maintain the mixing temperature as per manufactures recommendations
#Correct the typing error or confirm the casting date on 'Al Hoty Test Report Ref: RD-00110/2 dated 29 January 2013 for vetonit masonry mortar.
