Epstein Secrets

O RM. DESCRIPTION WY UNIT UNIT PRICE IAED1 AMOUNT (AED) AMOUNT (USD) P PRELIMINARIES • -- Design Procedures (Includes Design & concept. Consrucilon & waking trawigs) 1 Item 1,39).830.00 1,390,800.00 331,041.10 Supply of required approvals from aulhally ( Muncipality/ avi Defence and Local m

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

DESCRIPUON OTT UNIT UNIT PRICE (AED1 AMOUNT (AED) AMOUNT (USD) V PRELIMINARIES M M — -- Design Procedures (includes Design & concept. Consrucilon & waking trawigs) 1 Item 1740./0040 1,244400.00 341931.51 Supply of required approvals from authority ( Muncipality/ CM cetencei and Local mana

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

O RM. DESCRIPTION WY UNIT UNIT PRICE IAED1 AMOUNT (AED) AMOUNT (USD) P PRELIMINARIES • -- Design Procedures (Includes Design & concept. Consrucilon & waking trawigs) 1 Item 1,39).830.00 1,390,800.00 331,041.10 Supply of required approvals from aulhally ( Muncipality/ avi Defence and Local m

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