The aim of the project is establishing and operating for screening, crushing phosphate to produce 4000 ton/day at (-1mm) of the final product (+30% P2O5), loading the product to the trucks, stockpiling the screening crushing reject at the designated location, and feeding to MPC wet plant. During stages of mining and screening a quality control plan were applied as follow:
– Drilling rc bore holes using CDTH 300 drilling rigs at the site at a grid 100 x 100m before overburden removal, the phosphate layer was sampled each 0.5m and all samples were analyzed and all chemical analysis and bore data were sent to MPC to reevaluate the ore body.
– Providing equipped field lab stations with qualified teams capable to do all necessary chemical (XRF) and physical analysis.
RACC has a solid experience in constructing various, challenging projects regarding bulk earthworks such as valley protection, soil stabilization and recently in the field of mining.
Client : Ma’aden Phosphate Company MPC
Consultant : Ma’aden Phosphate Company MPC
Location : Jalameed site, Arar & Turaif Area, Saudi Arabia.
Status : Completed in 2015
Construction of the 1st urban development package (accelerated package) which comprises roads
& water, wastewater, stormwater & irrigation utilities within the extent of the promenade.
- Construction of approximately 2.5 Km of roads.
- Construction of a 9m wide promenade with two roundabouts.
- Construction of wastewater collection network.
- Construction of a potable water network.
- Construction of irrigation distribution network.
- Storm water collection network using GRP pipes.
Value : $24.3 Million USD
Client : Aqaba Development Corporation
Location : Aqaba
Status : Completed in 2015
Protection works for Wadi Mukheris near the Dead Sea area; the project works comprise the following activities:
1. Wadi upstream protection works (protection of 370 m of wadi).
– Earth works (general and structural excavation, engineering and filling).- Riprap works for wadi bed.
– Pile works (28 no 6000 KN capacity) at stilling basin, supporting the channel and cut of walls.
– Soldier pile works (54 No 6000 KN capacity).
– Retaining walls at both sides of the wadi.
