Vulnerability Assessment and Penetration Testing (VAPT) Call-off Contract
Published
Tender Id
:TD26-0073
Description :
A call-off contract for on-demand Vulnerability Assessment and Penetration Testing (VAPT) services over the contract period.
Start Date
15 Jul 2026 05:00 PM
Applicable Fees
25 Omani rial Tender Fee
Entity
be'ah
Department
Digital Transformation & Cyber Security
Electrical Leak Location Survey for be’ah Landfills
Published
Tender Id
:TD26-0071
Description :
be’ah is currently building a new engineered landfill expansion cell in different governorates in Oman. The landfill cells have been designed and constructed in full compliance with the USEPA Code of Federal Regulations. The landfill cell engineering barrier consists of the following lining system, from bottom moving upward, as shown in the detail below.
Geotextiles layer placed directly on the top of the landfill floor and beneath the GCL for the cell base only
High Shear strength Geosynthetics Clay Liner (GCL)
2.0 mm structured HDPE liner along the slope and smooth along the base
HDPE Geonet for the base only
High strength geotextiles protection layer
Approximately 300 mm of soil protection layer to allow for the movement of equipment inside the landfill and maintain the integrity of the lining system
Hence, be’ah invites specialized companies to submit their quotations for “Conducting Electrical Leak Location Survey (ELLS) for be’ah Landfill Expansion Projects”.
Start Date
17 Sep 2026 01:00 PM
Applicable Fees
25 Omani rial Tender Fee
Entity
be'ah
Department
Landfill & MSW Asset Management
Electrical Leak Location Survey for be’ah Landfills
Tender Id
:TD26-0071
Description :
be’ah is currently building a new engineered landfill expansion cell in different governorates in Oman. The landfill cells have been designed and constructed in full compliance with the USEPA Code of Federal Regulations. The landfill cell engineering barrier consists of the following lining system, from bottom moving upward, as shown in the detail below.
Geotextiles layer placed directly on the top of the landfill floor and beneath the GCL for the cell base only
High Shear strength Geosynthetics Clay Liner (GCL)
2.0 mm structured HDPE liner along the slope and smooth along the base
HDPE Geonet for the base only
High strength geotextiles protection layer
Approximately 300 mm of soil protection layer to allow for the movement of equipment inside the landfill and maintain the integrity of the lining system
Hence, be’ah invites specialized companies to submit their quotations for “Conducting Electrical Leak Location Survey (ELLS) for be’ah Landfill Expansion Projects”.