M/s. xxx Consulting Architects and Engineers
Kind Attn: Mr. xxx
Project: 2B + G + 14+ Lower Roof Hotels Building on Plot No. xxx at Barsha, Dubai.
Subject: Under taking letter for method statement & durability for lower height area at North side shoring elevation and your concerned
With reference to the above mention subject, we are here by undertaking the durability strength, Stability of Guniting Concrete at North Side lower height area, The existing site condition is not as per the approved drawing and most of the shoring piles have little difference in approved drawing as for as enough surfaces concerned there are two piles will be receive more than 15cm of guniting , so we are fixing of one layer of BRC Mesh, kindly allow on our risk & responsibility.
- As an average the guniting thickness is 16 to 17cm at 600mm dia pile.
- The rest of the piles are guniting will be varying +-50mm on 900mm dia pile.
- The BRC mesh which have the size 4.8×2.4m & the welded mesh fix only at outer surface on existing pile of 900mm dia
Kindly allow to do the guniting work as per under taking letter & Method of Statement
For xxx Contracting L.L.C