EEL WORKS 1718000/33 3.71400003 - 1.018630.14 1.1leson, Supply. Erection works of steel beams 2.Design °Nino to be as per local codes 3.Design Uve Load will be 3Kn/San and I Imposed load to be 2K n/sqm 4. light weigh' partition max 1Kn/sqm) 4. Max Floor to floor Height 4.8M 5. Cl deck sheet 6.Sfe

UCTURE it ROOF WORKS - 2.01 2.02 ROOF STEEL WORKS 1.Design, Supply, Erectionworks of steel beams 2.Desgn Wei° to be as per local codes 3.Design Uve Load will be 3Kn/Sqm and I Imposed load to be 2K nisrarn • light we4ghl postilion max 1Knisqm) 4. Max Floor to floor Height 4.8M 5. GI deck sheet 6.St

EEL WORKS 1718000/33 3.71400003 - 1.018630.14 1.1leson, Supply. Erection works of steel beams 2.Design °Nino to be as per local codes 3.Design Uve Load will be 3Kn/San and I Imposed load to be 2K n/sqm 4. light weigh' partition max 1Kn/sqm) 4. Max Floor to floor Height 4.8M 5. Cl deck sheet 6.Sfe